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My first attempt at SHIPtember (build a 100+ stud spaceship within the month

of September). I started September 1st with a clean workspace and completed it

on September 29th.

 

Length: 109 studs (34")

 

Width: 73 studs (23")

 

Weight: 9 lbs

 

Piece Count: ~5100

 

The Deep Freeze Discoverer is a high speed reconnaissance ship capable of both atmospheric and lower orbit flight. Built to monitor the uncharted and uninhabited continents of Ice Planet 2002. It supports an array of dispersible communication droids and twin intercontinental rockets. Skis allow it to land on any snowfield or icy lake its single pilot may encounter. The Deep Freeze Discoverer is a true asset for the Ice Planet star fleet.

 

More pictures can be found at My Website or my Flickr Album.

Architecturally Mahasu Devta Temple at Hanol is one of the rarest examples of perfect and harmonious blend of stone and wooden structure to form one composite grand edifice. The sanctum proper is a pure stone shikhara in classical naga style. The whole wooden structure is covered with a high pitched slated pent roof surmounted by a two-tiered conical canopy over it on which a gracefully tapered kalash pinnacle stands. The roof ends and the projection of balcony are ornamented with dangling fringes a pendent corner bells which sway with the slightest movement of breeze.

 

Plan of Mahasu Devta Temple, Hanol

The stone built classical sanctum sanctorum enshrines many mohras and one bronze image. Those in front row from left to right are Chalda Mahasu (the Mahasu who keeps on moving), Devladli Devi (mother of Mahasu Devta), Kapala Bir (one of the four birs (attendants) of Mahasu Devta), and Shedkuliya (the attendant who emits the whistling sound). Behind them in the preceding order are Pavasi Devta, Kailu (a bir), Natari (polyandrous wife of four Mahasu brothers). All the face images are seated in a middle a small bronze image which is regarded as Botha Mahasu.

Entry to sanctum is restricted strictly for others except the pujari. Even he is required to undergo ritual ablution every time he enters the celestial realms; the tradition pujari of temple is a Brahmin. He is not supposed to eat meat, only eat food once a day, avoid proximity with other persons during the term of his deity as pujari.

 

Mahasu devta temple

In front of sanctum is a large room which functions as an extension to the sanctum where sacramental objects are stored. This room is called Bhandar. Entry to this room is restricted to Brahmins only. The gilded door of the bhandar is very interesting. It surface is profusely embossed with human and animal figures in a very bold manner depicting the episodes associated with the birth of Mahasu Devta. The door frame is intensively covered with coins nailed over one another through years but non of them are numismatic interest and range from recent past. The lion head is fitted with a gold brass ring that serves as a handle. Such ornamental door are common in temple near east of satluj. In front of the vestibule is a sabha mandap followed by an open frontal portico. All the four apartments of this temple are roofed separately. Vestibule and bhandar have a combined three-tiered pent roof with pyramid canopy. The frontal porch has a gable roof over it supported by two wooden pillars with an intermediate ornamental arch.

Everybody hates Monsanto and GM foods in general, but governments always have the last word.

But maybe mother nature already is on the counter-attack, please read on...

 

Amaranth vs. monsanto

 

United States, five thousand hectares of transgenic soybean crop had to be abandoned by farmers and fifty thousand more are seriously threatened. This is due to a so-called "weed" that has decided to oppose the giant Monsanto, known for being the largest predator on Earth. However, this mutant plant proliferates and defies Roundup, the glyphosate-based herbicide, which "no weed can resist".

  

When nature takes over.

 

In 2004, a farmer from Macon, Ga., a town about 130 miles from Atlanta, noticed that some shoots of pigweed (amaranth) resistant to Roundup where he watered his crops of soybeans.

  

The fields which fell "victim" to this invasion were planted with Roundup Ready seeds, which contains a gene for resistance to Roundup which "no weed can resist".

  

Since then, the situation has worsened and the phenomenon has spread to other states, South Carolina, and northern Arkansas, Tennessee and Missouri. According to a group of scientists from the Centre for Ecology and Hydrology, a UK organization located at Winfrith in Dorset, there was a transfer of genes between the GM plant and some weeds such as pigweed. This finding contradicts the pre-emptive and over-optimistic assertions of GM defence advocates who claimed that hybridization between a genetically modified plant and an unmodified plant is simply "impossible".

 

For the British geneticist Brian Johnson, specializing in issues related to agriculture: "It only takes one successful crossing over millions of possibilities. Once it is created, the new plant has a huge selection advantage, and it multiplies quickly. The powerful herbicide used here, based on glyphosate and ammonium, has exerted enormous pressure on the plants, which further increased the speed of adaptation. Thus, a gene resistant to herbicides, it seems, gave birth to a hybrid plant after a jump between the seed that it is supposed to protect and amaranth, which has become impossible to remove.

  

The only solution is to pull weeds by hand, as we once did, but it is not always possible given the range of cultures. In addition, these herbs are very deeply rooted and difficult to pull 5,000 hectares have been simply abandoned.

  

Many farmers plan to abandon the GM plants and return to traditional agriculture, especially as the GM plants are more and more expensive and profitability is paramount for this kind of agriculture. Alan Rowland, producer and marketer of soybean seeds in Dudley, Mo., says no one asks him for seeds of Monsanto Roundup Ready anymore. This used to represent 80% of his business. Today, GM seeds have disappeared from its catalogue and the application of traditional seeds is increasing.

  

Already, 25 July 2005, The Guardian published an article by Paul Brown, who showed that modified genes of cereals had transited to wild plants, creating a "superseed" resistant to herbicides, a crossing "inconceivable" by scientists from the Ministry of Environment. Since 2008, U.S. agricultural media are reporting more and more cases of resistance and the Government of the United States has made significant budget cuts, which have forced the Ministry of Agriculture to reduce and stop some of its activities.

 

Diabolical or sacred plant?

  

It is ironic that this plant, seen as "diabolical" in the eyes of agriculture geneticists, is a plant sacred to the Incas. It is one of the oldest foods in the world. Each plant produced an average of 12,000 seeds per year, and the leaves are richer in protein than soy, contain vitamins A and C and minerals.

  

So this boomerang, thrown by nature back at Monsanto, not only neutralizes the predator, but installs a plant in places that can feed the world in times of famine. It supports most climates, from dryland areas to monsoon affected regions and tropical highlands, and has neither problems with insects nor diseases, so never needs chemicals.

  

Thus AMARANTH takes on the powerful Monsanto, as David opposed Goliath. Everybody knows how the fight ended, however unequal though! If these phenomena are reproduced in sufficient quantity, which seems programmed, Monsanto will soon have to put the key under the door. Aside from its employees, who will complain that this multi-national really dies?

  

Sylvie SIMON (Your Health) Translation: Adrian Kenyon

 

The Canon AE-1 is a 35 mm single-lens reflex (SLR) film camera for use with interchangeable lenses. It was manufactured by Canon Camera K. K. (today Canon Incorporated) in Japan from April 1976 to 1984. It uses an electronically controlled, electromagnet horizontal cloth focal plane shutter, with a speed range of 2 to 1/1000 second plus Bulb and flash X-sync of 1/60th second. The camera body is 87 mm tall, 141 mm wide, and 48 mm deep; it weighs 590 g. Most are black with chrome trim, but some are all black.

 

The AE-1 is a historically significant SLR, both because it was the first microprocessor-equipped SLR and because of its sales. Backed by a major advertising campaign, the AE-1 sold over one million units,[1]:66 which made it an unprecedented success in the SLR market.

  

Contents

1Features

2Design history

2.1Legacy

3References

4External links

Features

The AE-1 has a Canon FD breech-lock lens mount and accepts any FD or New FD (FDn) lens. It is not compatible with Canon's later Canon EF lens mount, though adapters made by independent manufacturers can be found. The camera will also accept Canon's earlier FL-mount lenses through the use of stop-down metering.[2] Original FD lenses, introduced in 1971, did not rotate in the mounting process; instead, a locking ring at the base was turned to attach the lens. This was often criticized as being slower than the bayonet mounts of competing cameras.[1]:201 The counter argument, though, was that as the lens/body mating surfaces did not rotate, there was no wear that could affect the critical distance from lens to film plane. In 1979, Canon introduced the New FD series of lenses that rotate the whole outer lens barrel to lock. The inner lens barrel remained stationary, and thus the signal levers and pins still did not rotate. During the late 1970s, there were over 50 Canon FD lenses available for purchase. They ranged from a Fisheye FD 15 mm f/2.8 SSC to a FD 800 mm f/5.6 SSC, plus special purpose lenses such as a 7.5mm circular fisheye and a 35 mm tilt and shift lens.

 

Accessories for the AE-1 included the Canon Winder A (motorized single frame film advance up to 2 frames per second), the Canon Databack A (sequential numbering or date stamping on the film), and the Canon Speedlite 155A (guide number 56/17 (feet/meters) at ASA 100) and Canon Speedlite 177A (guide number 83/25 (feet/meters) at ASA 100) electronic flashes. The later Power winder A2 was also compatible, but the Motor Drive MA was not.

 

The AE-1 is a battery-powered (one 4 LR44 or 4 SR44) microprocessor-controlled manual focus SLR. It supports either manual exposure control or shutter priority auto exposure. The exposure control system consists of a needle pointing along a vertical f-stop scale on the right side of the viewfinder to indicate the readings of the built-in light meter (center-weighted with a silicon photocell). The viewfinder used by the AE-1 is Canon's standard split image rangefinder with microprism collar focusing aids.

 

Design history

 

Canon AE-1 detail

The AE-1 was the first in what became a complete overhaul of Canon's line of SLRs. The 1970s and 1980s were an era of intense competition between the major Japanese SLR brands: Canon, Nikon, Minolta, Pentax and Olympus. Between 1975 and 1985, there was a dramatic departure from heavy all-metal manual mechanical camera bodies to much more compact bodies with integrated circuit (IC) electronic automation. In addition, due to rapid advances in electronics, the brands leap-frogged each other with successively more automated models.

 

Although Canon Camera K. K. had been making quality 35 mm cameras for decades, it had always been overshadowed by their rival Nippon Kokagu K. K. and their Nikon cameras. While Canons easily led in the amateur compact fixed-lens rangefinder market (where Nikons did not compete), Canon SLRs had far less cachet than Nikon SLRs. Nikon, with its solid reputation for quality of material and workmanship, held a stranglehold on the prestigious professional SLR market that competitors could not break.

 

The AE-1 was the vanguard of the landmark Canon amateur level A-series SLRs and led Canon's charge into the emerging electronically controlled SLR market. The other members of the A-series were the AT-1 (released 1977), A-1 (1978), AV-1 (1979), AE-1 Program (1981) and AL-1 (1982). They all used the same compact aluminum alloy chassis, but with different feature levels and outer cosmetic plastic top panel. By sharing most major components, including an inexpensive horizontal cloth-curtain shutter, viewfinder information display, and autoflash control, Canon further reduced costs and could undercut the price of the more expensive SLRs then on the market.

 

In keeping with its cost-cutting philosophy, Canon designed the AE-1 to use a significant amount of structural plastic for a lighter and cheaper camera at the expense of being less impact resistant. Canon went to great effort to disguise the use of plastic - the injection-molded acrylonitrile-butadiene-styrene (ABS) for the top panel finished with ether satin chrome (or black enameled) to give the look and feel of metal. The bottom plate were made of brass and then finished with satin chrome (or black enameled). Extensive use of electronics also allowed simpler modular internal construction instead of mechanical linkages. Five major and 25 minor internal modules reduced the individual parts count by over 300. Modular construction, in turn, allowed automated production lines in order to reduce cost. Unfortunately, cost concerns also resulted in the use of plastic in some of the moving/operating mechanisms.

 

The AE-1 was never designed to be a professional camera. However, it was made to have relatively straightforward controls and automatic aperture for newcomers, with various manual controls and system accessories to appeal to more experienced photographers. The AE-1 was the first SLR purchased by millions of amateur photographers, persuaded by its feature list and low price.

 

In many ways, the AE-1 represented the confluence of two streams of Canon camera development. The first generation electronically controlled 35 mm SLR Canon EF (1973) merged with the final generation rangefinder Canonet G-III QL17 (1972). After decades of chasing Nikon for Japanese optical supremacy, Canon finally hit upon a formula for success: high technology for ease of use, cheaper internal parts and electronics for lower price, and heavy advertising to get the message out. Despite outcries from traditionalist photographers who complained about an “excess” of automation ruining the art of photography, automation proved to be the only way to entice the amateur photographer.

 

The AE-1 had only one pointer needle used to indicate the light meter recommended f-stop, and neither a follower needle to indicate the actual lens set f-stop, nor plus/minus indicators for over/underexposure. The shutter-priority system of the AE-1 was more suited to sports action than to preserving depth-of-field, yet the 1/1000 s top speed of its horizontally traveling shutter limited its use for such activities. The battery door design was subject to frequent breakage, and over time owners have reported instances of shutter and mechanical gremlins, including mirror linkage wear (the "Canon squeal"). Canon's eventual abandonment of the FD lens mount for the EOS autofocus design also had an effect on prices for the AE-1 on the used market.

belnahua is one of the "Slate Islands" which were at the heart of the Scottish slate industry. Along with neighbouring islands of Luing, Seil and Easdale the slate quarried was used all over Scotland and there will hardly be a town anywhere which doesn't have at least one roof of Slate Islands produce !!

 

View On Black

 

Belnahua is by far the smallest of the main slate islands but despite it's tiny size it supported a population of well over 100 workers at it's peak. Nowadays all that remains are crumbling ruins of workers cottages and machinery rusting in the salty sea air.

took this from a wee cessna 172 which left me feeling very sick but elated from all the wonderful scenery we saw.

One is born from a woman, ends up in Earth.

 

Hinduism accords the respect these deserve.

 

A woman is called Gruha Lakshmi, one who brings Prosperity to Home.

 

Tamil calls her Illal, one who owns/rules the Home.

 

Similarly Earth is given the respect it deserves for it supports from Birth to Death.

 

Earth is eulogized as Mother and there are Vedic Sukthas in praise of the Earth, Bho Suktham.

 

There is Neela Suktham, Neela is considered to be the consort of Lord Vishnu.

 

Such being the case, there is no wonder in Hinduism calling the Sanctum Sanctorum of a Temple as Garbha Gruha, Gharbha meaning The Womb and Gruha, the Home.

 

Tamil calls The Gharbhagriha as Karuvarai, meaning ‘where the Foetus stays’

 

One’s first Home is the womb.

A Hindu temple consists of an inner sanctum, thegarbha griha or womb-chamber, where the primary idol or deity is housed along with Purusa. The garbhagriha is crowned by a tower-like Shikhara, also called the Vimana. The architecture includes an ambulatory for parikrama(circumambulation), a congregation hall, and sometimes an antechamber and porch.

 

The Hindu temple architecture reflects a synthesis of arts, the ideals of dharma, beliefs, values and the way of life cherished under Hinduism. It is a link between man, deities, and the Universal Purusa in a sacred space.

 

In ancient Indian texts, a temple is a place for Tirtha – pilgrimage.It is a sacred site whose ambience and design attempts to symbolically condense the ideal tenets of Hindu way of life. All the cosmic elements that create and celebrate life in Hindu pantheon, are present in a Hindu temple – from fire to water, from images of nature to deities, from the feminine to the masculine, from kama to artha, from the fleeting sounds and incense smells to Purusha – the eternal nothingness yet universality – is part of a Hindu temple architecture.

Garbhagriha or Garbha gruha (garbha gṛha) (Sanskrit: गर्भगॄह) is the sanctum sanctorum, the innermost sanctum of a Hindu templewhere resides the murti (idol or icon) of the primary deity of the temple. Literally the word means “womb chamber”, from the Sanskritwords garbha for womb and griha for house. Only ‘priests’ (pujari) are allowed to enter this chamber.

 

Although the term is often associated with Hindu temples, it is also found in Jain and Buddhist temples…

 

In temples with a spire or vimana, this chamber is placed directly underneath it, and the two of them form the main vertical axis of the temple. These together may be understood to represent the axis of the world through Mount Meru. The garbha griham is usually also on the main horizontal axis of the temple which generally is an east-west axis. In those temples where there is also a cross-axis, the garbha gṛha is generally at their intersection.

 

Generally the garbhagriha is a windowless and sparsely lit chamber, intentionally created thus to focus the devotee’s mind on the tangible form of the divine within it. Entrance to the garbha grha may be restricted to priests who perform the services there…

 

In the Dravida style, the garbhagriha took the form of a miniature vimana with other features exclusive to southern Indian temple architecture such as the inner wall together with the outer wall creating a pradakshina around the garbhagriha. The entrance is highly decorated. The inner garbhagriha or shrine became a separate structure, more elaborately adorned over time.

 

More often garbhagriha is square and sits on a plinth, its location calculated to be a point of total equilibrium and harmony as it is representative of a microcosm of the Universe. In the centre is placed the image of the deity.

 

But sometimes, for the temples of feminine deities, the garbagriha is rectangular. For example in the temple of Varahi Deula in Chaurasi.

 

The present structure of most of these temples is a two-storeyed vimana with a square garbhagriha and a surrounding circumambulatory path, an ardha-mandapa and a narrower maha-mandapa.

 

en.wikipedia.org/wiki/Garbhagriha

 

en.wikipedia.org/wiki/Hindu_temple_architecture

 

Natarja , Chidambaram Plan Image Credit. natarjatemplechidambaram.blogspot.in/

 

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Sankt Nikolai kyrka (Church of St. Nicholas), most commonly known as Storkyrkan (The Great Church) and Stockholms domkyrka (Stockholm Cathedral), is the oldest church in Gamla Stan, the old town in central Stockholm, Sweden. It is an important example of Swedish Brick Gothic.

 

Situated next to the Royal Palace, it forms the western end of Slottsbacken, the major approach to the Royal Palace, while the streets Storkyrkobrinken, Högvaktsterrassen, and Trångsund passes north and west of it respectively.

 

South of the church is the Stockholm Stock Exchange Building facing the Stortorget square and containing the Swedish Academy, Nobel Library, and Nobel Museum.

 

INTERIOR

 

The most famous of its treasures is the dramatic wooden statue of Saint George and the Dragon attributed to Bernt Notke (1489). The statue, commissioned to commemorate the Battle of Brunkeberg (1471), also serves as a reliquary, containing relics supposedly of Saint George and six other saints. Saint Blasius, Saint Germanus, Saint Leo, Saint Martinus, Saint Donatus och Saint Cyriacus A copy from the early 20th century is found on Österlånggatan just south of the church. The Saint George is a representative of Sten Sture, The dragon is the Danish King Christian I, and the Princess is Sweden.

 

The church also contains a copy of the oldest known image of Stockholm, the painting Vädersolstavlan ("The Sun Dog Painting"), a 1632 copy of a lost original from 1535. The painting was commissioned by the scholar and reformer Olaus Petri, a 19th-century statue of whom is found on the eastern side of the church. It depicts a halo display, e.g. sun dogs, which gives the painting its name and in the 16th century was interpreted as a presage.

 

The monumental pulpit is the work of Burchard Precht in 1698-1702 and is in a French Baroque style. It became the model for a number of other large pulpits in Sweden. From the rear of its lofty sounding board issues widely billowing dragery, in front of which hover two large winged genii on either side of a radiant sun bearing the Hebrew letters יהוה. The relief on the front of the pulpit itself depicts the story of the Canaanite woman (Matthew 15:21-28). The door of the pulpit is adorned with a relief of Christ's head, while its pediment is crowned by a statue of Hope with putti on either side. Below the memorial are the arms of the Funck family who bore the greater cost of the pulpit. Beneath the pulpit and surrounded by an iron railing lies the worn gravestone of Olaus Petri.

 

The view down the central aisle of the church is dominated on either side by the Royal Pews, one facing the other on either side of the central aisle. They were designed by the celebrated architect Nicodemus Tessin the Younger and made by Butchard Precht. Each consists of a large enclosed box with decorated sides and back. High above each of the Royal Pews is a large royal crown forming a canopy above it, supported by two genii in flowing mantles, and from which billow sculptured hangings behind the royal seat, while above hover numerous putti. The royal seats are themselves upholstered in blue velvet with rich applied embroidery.

 

The main altar--"The Silver Altar"—is a wooden triptych with an ebony veneer with sculptured reliefs in silver in ascending order of the Last Supper on the predella; a large depiction of the Crucifixion of Christ between silver statues of Moses and John the Baptist in niches with small silver columns on either side; of the Burial of Christ (between silver statues of the evangelists Matthew and Mark; of Christ's Harrowing of Hell (between statues of the evangelists John and Luke; and on the pediment at top of the triptych, a silver statue of the Risen Christ between two reclining soldiers.

 

On either side of the Silver Altar is a sculpture holding a candle, one of St. Nicholas (the patron of the church) and the other of St. Peter, both designed by G. Torhamn and carved in oak by the sculptor Herbst in 1937. The rose window above and behind the Silver Altar was made in Paris in the 1850s, the first of a series of modern stained windows in the church contributed by various donors. The Silver Altar and the rose window above it fill the wall space formerly occupied by the apse of the medieval chancel removed by Gustavus Vasa when he expanded the fortifications of the Tre Kronor Castle, while the statue of the Olaus Petri monument at the back exterior of the church stands on the site of the medieval high altar [Wikipedia.org]

young female customer service representative smiling

The A-6 Intruder was designed to serve two roles: one, to replace the aging A-1 Skyraider and supplement the A-4 Skyhawk in the carrier-based strike role, and two, to give the US Navy a genuine all-weather strike aircraft. The requirement was issued in 1957, and Grumman’s A2F-1 design selected, with the first flight in 1960. In 1962, just before fleet entry in 1963, the Intruder was redesignated A-6A.

 

The A-6 was designed to hit targets with pinpoint accuracy in adverse weather, day or night, similar to what the USAF would later require for the F-111 Aardvark. For this reason, it was built around the Digital Integrated Attack/Navigation Equipment (DIANE), which used three radar systems to constantly update the INS and provide attack data to the bombardier/navigator sitting in the right seat. The system proved very complicated and it would be some years before it was perfected. Since the weather and night would be the Intruder’s primary defense, no internal armament equipped the aircraft, though it could carry an impressive 18,000 pound warload.

 

The Intruder was committed early to the Vietnam War, which showed up the flaws in the DIANE system and a more lethal one in the bomb delivery system, which had a tendency to set off the bombs prematurely, destroying the aircraft. Gradually improvements were made, and despite the loss of 84 Intruders over Vietnam, it proved to be extremely effective: until the bugs were ironed out of the F-111A in 1971, the A-6 remained the only American aircraft that could attack during the monsoon season.

 

Specialized A-6Bs were also produced specifically for Iron Hand defense suppression missions, and A-6Cs for anti-truck operations on the Ho Chi Minh Trail. All three variants were replaced by the A-6E beginning in 1971: this replaced DIANE with a more advanced solid-state computer and the three radars with a single AN/APQ-148 multimode radar. In 1979, the A-6E was further modified with the installation of Target Recognition Attack Multisensor (TRAM), consisting of a turret in the nose containing FLIR linked to the radar and a new bomb computer. Besides making the already accurate A-6 even more deadly, it also allowed the Intruder to drop laser-guided bombs, hit moving targets with bombs, and also use passive radar to attack a target.

 

A-6s would find themselves once more heavily employed during the First Gulf War, flying 4700 sorties for the loss of four aircraft; its final roles would find it supporting Marines in Somalia in 1991 and UN forces in Bosnia in 1995. By that time, surviving A-6Es had been partially upgraded to allow them to fire all newer guided weapons in the inventory (namely the AGM-84 Harpoon, AGM-65 Maverick, and AGM-88 HARM), while most of the fleet also received composite wings.

 

Grumman further proposed an updated version designated A-6F, with new avionics and engines, but the US Navy rejected this in favor of replacing the Intruder with first the cancelled stealthy A-12A Avenger II, then the F/A-18C/D Hornet. The last A-6E left US Navy service by Feburary 1997; the US Marine Corps had retired theirs in 1993. Older, non-modified aircraft were sunk as an artificial reef off Florida; others remain at AMARC for scrapping.

 

(The next part is fictional...)

 

With the formation of the Free Intelani Republic Naval Air Arm and the decision to build three Pegasus-class carriers, the FIRNAA quickly decided to follow the US Navy’s carrier air group format as well. The FIRNAA placed an order for 30 A-6E Intruders and six KA-6Ds in 1983, with the aircraft built to the same specifications as US Navy Intruders. Because of the Third World War and the US Navy’s need for all the Intruders it could get, FIRNAA production was pushed back until 1986, when the situation stabilized.

 

Finally, the FIRNAA received its first A-6Es in January 1987, and NAS-21 became the first FIRNAA Intruder squadron. To make up for the shortfall in production, the US Navy turned over 12 more aircraft after the end of the war, with the final batch of twelve A-6s delivered to the FIRNAA by January 1989. These replaced the A-4ES Skyhawk in service, and brought procurement at that time to 24 new-build aircraft and 12 ex-US Navy aircraft, with the balance of the order going to the USN to replace the last of the war losses. The FIRNAA did benefit from the delay in production, because the intelani Intruders were produced with the later weapons update already in place. FIRNAA A-6Es got their baptism of fire in the First Gulf War, and would go on to serve in the Balkans.

 

Though the US Navy never took up Grumman on the A-6F (or the less comphrensive A-6G) upgrade, the FIRNAA intended its Intruders to be in service for some years to come, and contracted Grumman to upgrade their aircraft to A-6F standard beginning in 1995. The new aircraft had their wings replaced with the same graphite-epoxy composite wings of late A-6Es, but the most significant changes were in the engines and avionics. General Electric F404 turbofans replaced the J52 turbojets for greater range and fuel efficiency, while the AN/APQ-156 radar was replaced with a synthetic-aperture AN/APQ-173, giving the A-6F the same ability as the much newer F-15E Strike Eagle. The cockpit was made a fully “glass” cockpit, though the two extra weapons stations on the A-6F prototypes were not fitted to FIRNAA models as a weight-saving measure.

 

The first FIRNAA A-6F flew in July 1994, and entered the fleet almost exactly a year later, in June 1995. Fleetwide refitting was completed in January 1998. FIRNAA KA-6Ds were not modified. The improved Intruders would see their first action in Operation Desert Fox against Iraq in 1998, over Kosovo in 1999, and led the first FIR airstrikes on Taliban positions in Afghanistan in October 2001. They were also heavily used in the initial invasion of Iraq in spring 2003.

 

Despite the relative newness of the aircraft and the fact that they were not slated to be retired before 2015, the FIR Defense Review of 2000 predicated a switch to an all multirole naval air arm by 2010, which sounded the death knell of the Intruder. Since the F/A-18E Super Hornet was multirole and one pilot could do the work of the two-man crew of the A-6F, it was decided that it would save the FIRNAA money by retiring the Intruder, though the Super Hornet did not have the range or warload of the A-6F.

 

The first Intruders left the fleet with the retirement of the IWS Sagittarius in 2004 and the disestablishment of NAS-22, while Super Hornets reached the fleet in 2005. The last A-6F Intruders were launched from the deck of IWS Aquarius in June 2006. The KA-6D had left the fleet earlier, with the last being retired in March 2004.

 

(Back in the real world...)

 

A friend of mine gave me this A-6 diecast toy a few years ago, and it sat on my shelf for a long time. Recently, I decided to paint it up a little bit for my fictional navy, by adding highlights, wing walkways, and squadron markings. It turned out well, though the felt tip squadron markings smeared a little...but this does make the A-6 look worn, as most do after coming home from sea duty.

This proposal is a tribute to the old newsstands that are becoming increasingly rare in our cities. These spaces are points of attraction in any park or square in the centre of big cities, where you can find almost anything.

 

If you like it, support is appreciated:

 

ideas.lego.com/projects/4619d139-7e77-4c7f-bee4-f65b269a0faa

 

This idea includes a typical scene of any place where we can find them, including also decorative flowerpots and the necessary fountain for hot days.

 

I have included several items such as magazines, brochures, maps, postcards and other typical elements of a newsstand, as well as an interior full of details. You can even find magazines with minifigures.

Yosemite National Park is a national park largely in Mariposa County, and Tuolumne County, California, United States. The park covers an area of 1,189 mi² (3,081 km²) and reaches across the western slopes of the Sierra Nevada mountain chain. Yosemite is visited by over 3 million visitors each year, with most only seeing Yosemite Valley. Designated a World Heritage Site in 1984, Yosemite is internationally recognized for its spectacular granite cliffs, waterfalls, clear streams, Giant Sequoia groves, and biological diversity (about 89% of the park is designated wilderness area). It was also the first park set aside by the U.S. federal government. Although not the first designated national park, Yosemite was a focal point in the development of the national park idea, largely owing to the work of people like John Muir.

 

Yosemite is one of the largest and least fragmented habitat blocks in the Sierra Nevada, and it supports a diversity of plants and animals. The park has an elevation range from 2,000 to 13,114 feet (600 to 4000 m) and contains five major vegetation zones: chaparral/oak woodland, lower montane, upper montane, subalpine and alpine. Of California's 7,000 plant species, about 50% occur in the Sierra Nevada and more than 20% within Yosemite. There is suitable habitat or documented records for more than 160 rare plants in the park, with rare local geologic formations and unique soils characterizing the restricted ranges many of these plants occupy.

 

The geology of the Yosemite area is characterized by granitic rocks and remnants of older rock. About 10 million years ago, the Sierra Nevada was uplifted and then tilted to form its relatively gentle western slopes and the more dramatic eastern slopes. The uplift increased the steepness of stream and river beds, resulting in formation of deep, narrow canyons. About 1 million years ago, snow and ice accumulated, forming glaciers at the higher alpine meadows that moved down the river valleys. Ice thickness in Yosemite Valley may have reached 4,000 feet (1200 m) during the early glacial episode. The downslope movement of the ice masses cut and sculpted the U-shaped valley that attracts so many visitors to its scenic vistas today.

 

Geography

 

Yosemite National Park is located in the central Sierra Nevada of California. It takes 3.5 hours to drive to the park from San Francisco and about six hours from Los Angeles. Yosemite is surrounded by wilderness areas: the Ansel Adams Wilderness to the southeast, the Hoover Wilderness to the northeast, and the Emigrant Wilderness to the north.

 

The 1,200-square-mile (3,100 km²) park contains thousands of lakes and ponds, 1,600 miles (2,600 km) of streams, 800 miles (1300 km) of hiking trails, and 350 miles (560 km) of roads. Two federally designated wild and scenic rivers, the Merced and Tuolumne, begin within Yosemite's borders and flow west into the Central Valley of California. Annual park visitation exceeds 3.5 million, with most visitor use concentrated in the seven square mile (18 km²) area of Yosemite Valley.

 

Rocks and erosion

 

Almost all of the landforms in the Yosemite area are cut from the granitic rock of the Sierra Nevada Batholith (a batholith is a large mass of intrusive igneous rock that formed deep below the surface). About 5% of the park (mostly in its eastern margin near Mount Dana) are from metamorphosed volcanic and sedimentary rocks. These rocks are called "roof pendants" because they were once the roof of the underlying granitic rock.

 

Erosion acting upon different types of uplift-created joint and fracture systems is responsible for creating the valleys, canyons, domes, and other features we see today (these joints and fracture systems do not move, and are therefore not faults). Spacing between joints and fracture systems is largely due to the amount of silica in the granite and granodiorite rocks; more silica tends to create larger spaces between joints and fractures and thus a more resistant rock.

 

Pillars and columns, such as Washington Column and Lost Arrow, are created by cross joints. Erosion acting on master joints is responsible for creating valleys and later canyons. The single most erosive force over the last few million years has been from large alpine glaciers, which have turned the previously V-shaped river-cut valleys into U-shaped glacial-cut canyons (such as Yosemite Valley and Hetch Hetchy Valley). Exfoliation (caused by the tendency of crystals in plutonic rocks to expand at the surface) acting on granitic rock with widely spaced joints is responsible for creating domes such as Half Dome and North Dome and inset arches like Royal Arches.

 

Popular features

 

Yosemite Valley represents only one percent of the park area, but this is where most visitors arrive and stay. El Capitan, a prominent granite cliff that looms over the valley, is one of the most popular world destinations for rock climbers because of its diverse range of difficulties and numerous established climbing routes in addition to its year-round accessibility. Impressive granite domes such as Sentinel Dome and Half Dome rise 3,000 feet and 4,800 feet (900 and 1450 m), respectively, above the valley floor.

 

The high country of Yosemite contains beautiful areas, such as Tuolumne Meadows, Dana Meadows, the Clark Range, the Cathedral Range, and the Kuna Crest. The Sierra crest and the Pacific Crest Trail run through Yosemite, with peaks of red metamorphic rock, such as Mount Dana and Mount Gibbs, and granite peaks, such as Mount Conness. Mount Lyell is the highest point in the park.

 

The park has three groves of ancient Giant Sequoia (Sequoiadendron giganteum) trees; the Mariposa Grove (200 trees), Tuolumne Grove (25 trees), and the Merced Grove (20 trees). Giant Sequoia are the most massive trees in the world and are one of the tallest and longest-lived (Coast Redwoods that live along the Northern Californian coast are the tallest and the Great Basin Bristlecone Pine of Eastern California are the oldest). These trees were much more widespread before the start of the last Ice Age (Geology of U.S. Parklands, page 227).

  

From Wikipedia, the free encyclopedia

What I found on a walk around the city, March 21, 2014 Christchurch New Zealand..All around this egg was a continuous scene of Christchurch.

 

I found out when I got home what is was all about..it is Giant Easter egg hunt will help Starship hospital.

 

One hundred giant eggs were hidden in secret locations throughout Auckland, Wellington and Christchurch overnight to kickstart an Easter egg hunt.

 

Dozens of volunteers helped to hide the eggs - which have been decorated by people including Dick Frizzell, Dame Trelise Cooper and Colin Mathura-Jeffree - for the Whittaker's Big Egg Hunt that runs until April 22.

 

It supports the Starship Foundation, a charity supporting the national children's hospital.

 

Each egg has a unique code on it that can be texted in to win the overall prize, a 340g 18ct Whittaker's Gold Slab made by Partridge Jewellers.

 

The giant eggs will be auctioned off for the Starship, 80 on Trade Me and the rest at a gala event on April 16.

 

Whittaker's will also give at least $150,000 to the Starship from sales of its Peanut Slabs and other chocolate during the hunt.

 

Starship Foundation chief executive Brad Clark said extraordinary creativity had gone into the eggs - "from realism to abstract, to dinosaurs hatching, stainless-steel sculpture, a bunny biplane and so much more".

For More Info: www.nzherald.co.nz/nz/news/article.cfm?c_id=1&objecti...

On our day trip to the Great Barrier Reef on our holiday in Australia, July 25, 2014 Queensland, Australia.

 

It would have been wonderful to have been able to gone snorkelling but I am claustrophobic so couldn't. We did go in the submarine they have that goes under water to look at the corals and fish which was great but the glass was all scratched up so the photos didn't turn out too well.

 

The Great Barrier Reef is the world's largest coral reef system composed of over 2,900 individual reefs and 900 islands stretching for over 2,300 kilometres (1,400 mi) over an area of approximately 344,400 square kilometres (133,000 sq mi). The reef is located in the Coral Sea, off the coast of Queensland, Australia.

 

The Great Barrier Reef can be seen from outer space and is the world's biggest single structure made by living organisms. This reef structure is composed of and built by billions of tiny organisms, known as coral polyps. It supports a wide diversity of life and was selected as a World Heritage Site in 1981. CNN labelled it one of the seven natural wonders of the world. The Queensland National Trust named it a state icon of Queensland.

 

A large part of the reef is protected by the Great Barrier Reef Marine Park, which helps to limit the impact of human use, such as fishing and tourism. Other environmental pressures on the reef and its ecosystem include runoff, climate change accompanied by mass coral bleaching, and cyclic population outbreaks of the crown-of-thorns starfish. According to a study published in October 2012 by the Proceedings of the National Academy of Sciences, the reef has lost more than half its coral cover since 1985.

 

The Great Barrier Reef has long been known to and used by the Aboriginal Australian and Torres Strait Islander peoples, and is an important part of local groups' cultures and spirituality. The reef is a very popular destination for tourists, especially in the Whitsunday Islands and Cairns regions. Tourism is an important economic activity for the region, generating over $3 billion per year.

 

The Great Barrier Reef supports a diversity of life, including many vulnerable or endangered species, some of which may be endemic to the reef system.It is one of the seven wonders of the natural world. It is larger than the Great Wall of China and the only living thing on earth visible from space.

For More Info: en.wikipedia.org/wiki/Great_Barrier_Reef

Anaho Island Refuge is a rocky island that rises from the waters of Pyramid Lake in Washoe County, Nevada.

 

The refuge was established for the benefit and protection of colonial nesting species and other migratory birds. It supports breeding colonies of American white pelicans, double-crested cormorants, California gulls, Caspian terns, great blue herons, black-crowned night-herons, and snowy egrets. The pelican colony is one of the two largest in the western United States.

 

Anaho Island Refuge is closed to public access to protect colonial nesting birds, and boating is also prohibited within 500 feet of the island. The refuge is visible from any point along Pyramid Lake.

 

(Alexandra Pitts/USFWS)

The “Mighty Mac”

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. In 1998, the Akashi Kaikyo Bridge in Japan became the longest with a total suspension of 12,826 feet. The Mackinac Bridge is the longest suspension bridge in the western hemisphere.

The total length of the Mackinac Bridge is 26,372 feet. The length of the suspension bridge (including anchorages) is 8,614 feet. The length from cable bent pier to cable bent pier is 7,400 feet. Length of main span (between towers) is 3,800 feet.

 

The width of the roadway is 54 feet. The outside lanes are 12 feet wide (2), the inside lanes are 11 feet wide (2), the center mall is 2 feet wide, and the catwalk, curb and rail width is 3 feet on each side – totaling 54 feet. The stiffening truss width in the suspended span is 68 feet wide making it wider than the roadway it supports.

The height of the roadway at mid-span is approximately 200 feet above water level. The vertical clearance at normal temperature is 155 feet at the center of the main suspension span and 135 feet at the boundaries of the 3,000 ft. navigation channel.

All suspension bridges are designed to move to accommodate wind, change in temperature, and weight. It is possible that the deck at center span could move as much as 35 feet (east or west) due to high winds. This would only happen under severe wind conditions. The deck would not swing or “sway” but rather move slowly in one direction based on the force and direction of the wind. After the wind subsides, the weight of the vehicles crossing would slowly move it back into center position.

The steel superstructure will support one ton per lineal foot per roadway (northbound or southbound). The length of the steel superstructure is 19,243 feet. Each direction will, therefore, support 19,243 tons. The answer is 38,486 tons (2 x 19,243 tons).

 

Facts & Figures

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. The bridge opened to traffic on November 1, 1957. The following facts and figures are quoted from David Steinman’s book “Miracle Bridge at Mackinac”.

 

LENGTHS

Total Length of Bridge (5 Miles) : 26,372 Ft 8,038 Meters

Total Length of Steel Superstructure : 19,243 Ft. 5,865 Meters

Length of Suspension Bridge (including Anchorages) : 8,614 Ft. 8,614 Ft.

Total Length of North Approach : 7,129 Ft. : 2,173 Meters

Length of Main Span (between Main Towers) : 3,800 Ft. 1,158 Meters

 

HEIGHTS AND DEPTHS

Height of Main Towers above Water : 552 Ft 168.25 Meters

Maximum Depth to Rock at Midspan : Unknown Unknown

Maximum Depth of Water at Midspan : 295 Ft. 90 Meters

Maximum Depth of Tower Piers below Water : 210 Ft. 64 Meters

Height of Roadway above Water at Midspan : 199 Ft. 61 Meters

Underclearance at Midspan for Ships : 155 Ft. 47 Meters

Maximum Depth of Water at Piers : 142 Ft. 43 Meters

Maximum Depth of Piers Sunk through Overburden : 105 Ft. 32 Meters

 

CABLES

Total Length of Wire in Main Cables : 42,000 Miles 67,592 km

Maximum Tension in Each Cable : 16,000 Tons 14,515,995 kg

Number of Wires in Each Cable : 12,580

Weight of Cables : 11,840 Tons 10,741,067 kg

Diameter of Main Cables : 24 1/2 Inches 62.23 cm

Diameter of Each Wire : 0.196 Inches .498 cm

 

WEIGHTS

Total Weight of Bridge : 1,024,500 Tons 929,410,766 kg

Total Weight of Concrete : 931,000 Tons 844,589 kg

Total Weight of Substructure : 919,100 Tons 326,931,237 kg

Total Weight of Two Anchorages : 360,380 Tons 326,931,237 kg

Total Weight of Two Main Piers : 318,000 Tons 288,484,747 kg

Total Weight of Superstructure : 104,400 Tons 94,710,087 kg

Total Weight of Structural Steel : 71,300 Tons 64,682,272 kg

Weight of Steel in Each Main Tower : 6,500 Tons 5,896,701 kg

Total Weight of Cable Wire : 11,840 Tons 10,741,067 kg

Total Weight of Concrete Roadway : 6,660 Tons 6,041,850 kg

Total Weight of Reinforcing Steel : 3,700 Tons 3,356,584 kg

 

RIVETS AND BOLTS

Total Number of Steel Rivets : 4,851,700

Total Number of Steel Bolts : 1,016,600

 

DESIGN AND DETAIL DRAWINGS

Total Number of Engineering Drawings : 4,000

Total Number of Blueprints : 85,000

 

MEN EMPLOYED

Total, at the Bridge Site : 3,500

At Quarries, Shops, Mills, etc. : 7,500

Total Number of Engineers : 350

 

IMPORTANT DATES

Mackinac Bridge Authority Appointed : June, 1950

Board of Three Engineers Retained : June, 1950

Report of Board of Engineers : January, 1951

Financing and Construction Authorized by Legislature : April 30, 1952

D.B. Steinman Selected as Engineer : January, 1953

Preliminary Plans and Estimates Completed : March, 1953

Construction Contracts Negotiated : March, 1953

Bids Received for Sale of Bonds : December 17, 1953

Began Construction : May 7, 1954

Open to traffic : November 1, 1957

Formal dedication : June 25-28, 1958

50 millionth crossing : September 25, 1984

40th Anniversary Celebration : November 1, 1997

100 millionth crossing : June 25, 1998

 

In Memory Of

Forever Remembered

 

During the construction of the Mackinac Bridge in the 1950’s, five men unfortunately lost their lives.

One man died in a diving accident; one man fell in a caisson while welding; one man fell into the water and drowned; and two men fell from a temporary catwalk near the top of north tower.

The names of those five men (and the date of their deaths) are listed below.

Frank Pepper, Sept. 16, 1954

James R. LeSarge, Oct. 10, 1954

Albert Abbott, Oct. 25, 1954

Jack C. Baker, June 6, 1956

Robert Koppen, June 6, 1956

After the bridge was built and opened to traffic, one MBA maintenance worker lost his life. On August 7, 1997, Daniel Doyle, a bridge painter, fell from his painting platform and drowned in the Straits of Mackinac. His tragic and unfortunate death shocked everyone.

Dan and others who have lost their lives on the job are permanently honored by MDOT in the Clare Welcome Center located in Clare, Michigan. The Employee Memorial is a permanent tribute to highway workers all over Michigan who lost their lives along highways and bridges. The Clare memorial provides an opportunity to educate the public about the human cost of building and maintaining Michigan’s transportation system.

All six of these men will forever be remembered by many.

 

Prentiss M. Brown

1889-1973

Born in St. Ignace, Michigan, Mr. Brown Graduated from LaSalle High school in 1905, Albion College in 1911, and did post graduate work at the University of Illinois. Prentiss married Marion Walker, and practiced law with his father in the St. Ignace area. From 1932 to 1943 he served in the U.S. Congress and Senate. In 1950 Prentiss M. Brown was appointed to the Mackinac Bridge Authority and elected its first Chairman. Mr. Brown, with the assistance of fellow Authority members William Cochran, Murray Van Wagoner, and Charles Fisher, Jr., secured the financing for the Mackinac Bridge. Mr. Brown considered this to be one of his most rewarding accomplishments.

Prentiss M. Brown is well known for his struggle to get the Mackinac Bridge built over the Straits of Mackinac. Mr. Jack Carlisle, in a radio broadcast over WWJ radio station on February 22, 1954, told his listeners of Mr. Brown’s struggle. The transcript from Mr. Carlisle’s broadcast was later published in a newspaper and is as follows:

 

” After a 20-year fight which often seemed hopeless, there finally is going to be a five-mile bridge across the Straits of Mackinac. As one of the states most ambitious projects, it will link Michigan’s two peninsula’s. It will cost about $99 million. It is scheduled for completion in November, 1957.

The bridge project had many stalwart partisans. However, the project actually became a reality through the determination of one man – Prentiss M. Brown, Chairman of the Michigan Mackinac Bridge Authority. Brown, a former United States Senator and Chairman of the Board of the Detroit Edison Company, refused to accept defeat when it seemed inevitable. Prentiss M. Brown just wouldn’t stay licked.

His energetic determination to get the Mackinac Bridge financed is undoubtedly due to the fact that he was born and raised in the midst of a daily realization of the need for the bridge. Now 64 years old, Prentiss Brown spent a lifetime in his old home town of Saint Ignace, Michigan. He was once a bellhop at the old Astor Hotel on Mackinac Island. Probably the bridge idea would have died completely in the last year – if it had not been for an incident that happened to Brown 34 years ago. He was 30 years old then and a lawyer. He was scheduled to appear before the State Supreme Court in Lansing to argue a case.

Brown had to get across the Straits to catch a train at Mackinaw City. However, both of the ferry boats were stuck in the winter ice. He and another hardy voyager, who also had important business on the side of the Straits, hired a horse and a cutter. They started across the ice. They ran into ice hummocks ten feet high and had to send the cutter back to Saint Ignace. They proceeded on foot.

 

They ran into 50 acres of open water, like a big pond, and had to circle it. All in all, they hiked four miles across the ice. The wind was blowing up a small gale. It was snowing. By the time they had spent most of the day walking – well, they missed their train.

Brown said in a recollection today, “That bitter hike across the Straits made a lasting impression on me – for the need of a bridge across the Straits.”

Prentiss Brown never forgot. That is the reason that 20 years ago Brown became legal counsel for the first Mackinac Bridge Commission. Back in 1933 under Governor Comstock. And Prentiss worked for love. He would accept no money. Four years ago he became chairman of the Mackinac Bridge Authority. By 1952, it looked like the RFC woud finance the bridge across the Straits. Whereupon, a New York investment broker offered to organize a private syndicate in October, 1952, to do the financing.

He tried to float the Mackinac Bridge bonds in March and again in June, 1953. Both times he failed. As a matter of fact, it looked like the bridge project was a gone goose last June. For lack of financing. Due to the high cost of money. But Prentiss refused to stay licked. The project was revived on the New York bond market in November due to the increase in interest rates and the increase in traffic across the Straits.

 

It was only six days ago that a check for $98,500,000 to finance the Straits of Mackinac Bridge was put into Brown’s hands in New York. One hundred and fifty investment brokers underwrote the sale of revenue bonds for a commission pot of three million dollars.

Actually, the deal went through last year with just 13 days to spare before the offer of State maintenance for the bridge would have expired. In a four-year battle under Brown to get the bridge finance – this was a slim margin to win a victory.

Michigan will not soon forget the gallant fight of Prentiss M. Brown for the Straits of Mackinac Bridge.”

 

The Mackinac Bridge Authority has created a token in honor of Prentiss M. Brown. To view this and all other tokens visit Token Gift Packs / Medallion.

 

www.mackinacbridge.org/history/the-mighty-mac/

  

Ifive X2 Tablet PC Android 4.1 RK3188 Quad core 2GB 32GB 8.9 inch IPS Screen

 

Ifive Tablet PC develop and produce leading functional tablet PC products. Ifive Tablet PC is supported by numbers of the country's top quality material suppliers, strong and solid manufacturing team and consisting of experienced engineers in the purse of excellent product with high quality performance, stable functionality, trendy outlook, users friendly platform. "The pursuit of excellence with embracing sense of fashion" is the brand philosophy and basis of our product development and manufacturing criteria.

 

The FNF Ifive X2 is a wonderful quad-core tablet PC with high performance, powerful functions and stylish design. It adopts Android 4.1 OS, and is powered by Rockchip RK3188 Cortex-A9 quad-core 1.6GHz CPU, Mali-400 MP4 GPU and 2GB DDR3 RAM to ensure its running more stably. 8.9-inch 1920*1200 pixels IPS screen with full viewing angle and 10-point capacitive touch design will bring you exquisite visual enjoyment, and also make your operation more conveniently.

It supports WiFi, external 3G and Ethernet networks for surfing internet, and also supports wireless Bluetooth for data transmission. With a HDMI output, you can transfer the videos/photos in the tablet to your HDTV and share them with your families and friends. Besides, it has a 2.0MP front camera for self capturing and enjoying online video chat, and a 5.0MP back camera with auto focus for shooting interesting things and moments.

 

Model: Ifive X2 Tablet PC

Color: White

Shell Material: Aluminum alloy

Operating System: Android 4.1

CPU: Rockchip RK3188 Cortex-A9 quad-core 1.6GHz

GPU: Mali-400 MP4

RAM: 2GB DDR3

ROM (Nand Flash): 32GB

Expansion Memory: Support micro SD/TF card up to 32GB

Keyboard Type: Virtual keyboard

Input Mode: Handwritten and keyboard input

SIM Card: One SIM card one standby

 

Ifive X2 Display Screen

Screen Size: 8.9-inch

Screen Type: IPS, capacitive 10-point touch screen, 255PPI

Resolution: 1920*1200 pixels

Visible Angle: 178 degree

G-sensor: Support

 

Ifive X2 Data Connection

GPS Navigation: NO

Wi-Fi: Support, IEEE802.11b/g/n

3G: Not built-in, supports external USB 3G Dongle

Ethernet: Support external Ethernet Dongle

Bluetooth: Support Bluetooth V2.1(Support wireless Bluetooth for data transmission, support wireles Bluetooth mouse and keyboard for easy operation, and also support Bluetooth headset for listening to music)

USB: Support USB 2.0 high speed data transmission

 

Ifive X2 Main Functions

Camera: Dual camera, 2.0 million pixels front camera, 5.0 million pixels back camera with auto focus

Video Output: Support 1080P HDMI output

Audio Player: Support MP1, MP2, MP3, WMA, OGG, APE, FLAC, WAV, AC3, AAC, AMR, DTS, RA, M4A formats

Video Player: Support AVI, RM, RMVB, MKV, WMV, MOV, MP4, DAT(VCD format), VOB(DVD format), PMP, MPEG, MPG, FLV, ASF, TS, TP, 3GP, MPG formats

Image Browser: Support JPG, BMP, GIF, PNG formats

E-book: Support UMD, TXT, PDF, HTML, RTF, FB2 formats

Sound Recorder: Support, built-in microphone for long time sound recording

Flash: Support Flash 11.1

HTML5 Online Video: Support

Game: Support 3D gaming with built-in 3D accelerator

Office Software: Support Microsoft Office Word, Excel, Powerpoint

Android Market: Support

Other Applications: Browser, UC browser, Clock, Calendar, Calculator, Gallery, AppInstaller, WPS Office, Mobile QQ, Email, Gmail, etc

 

Ifive X2 Interfaces

Audio Interface: 1 * 3.5mm earphone jack

Video Interface: 1 * mini HDMI output

USB Interface: 1 * micro USB jack/OTG port

Memory Card Slot: 1 * TF card slot

 

Others

Speaker: Support, built-in speaker

Microphone: Support, built-in microphone

OTG Function: Support to connect USB mouse, USB keyboard, external 3G USB Dongle, U-disk, mobile HDD and other external USB devices

Battery Type: Built-in 3.7V 7000mAh rechargeable lithium battery

Work Time: Up to 5-7 hours

OSD Language: English, German, French, Italian, Spanish, Portuguese, Czech, Danish, Dutch, Norwegian, Polish, Roman, Latvian, Lithuanian, Slovakian, Slovenian, Finnish, Swedish, Greek, Hebrew, Indonesian, Malay, Vietnamese, Turkish, Russian, Ukrainian, Arabic, Thai, Korean, Japanese, Simplified Chinese, Traditional Chinese, etc.

 

Ifive X2 Package including:

1 * FNF ifive X2 Tablet PC

1 * USB Cable

1 * Power Adapter

1 * User Manual

The “Mighty Mac”

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. In 1998, the Akashi Kaikyo Bridge in Japan became the longest with a total suspension of 12,826 feet. The Mackinac Bridge is the longest suspension bridge in the western hemisphere.

The total length of the Mackinac Bridge is 26,372 feet. The length of the suspension bridge (including anchorages) is 8,614 feet. The length from cable bent pier to cable bent pier is 7,400 feet. Length of main span (between towers) is 3,800 feet.

 

The width of the roadway is 54 feet. The outside lanes are 12 feet wide (2), the inside lanes are 11 feet wide (2), the center mall is 2 feet wide, and the catwalk, curb and rail width is 3 feet on each side – totaling 54 feet. The stiffening truss width in the suspended span is 68 feet wide making it wider than the roadway it supports.

The height of the roadway at mid-span is approximately 200 feet above water level. The vertical clearance at normal temperature is 155 feet at the center of the main suspension span and 135 feet at the boundaries of the 3,000 ft. navigation channel.

All suspension bridges are designed to move to accommodate wind, change in temperature, and weight. It is possible that the deck at center span could move as much as 35 feet (east or west) due to high winds. This would only happen under severe wind conditions. The deck would not swing or “sway” but rather move slowly in one direction based on the force and direction of the wind. After the wind subsides, the weight of the vehicles crossing would slowly move it back into center position.

The steel superstructure will support one ton per lineal foot per roadway (northbound or southbound). The length of the steel superstructure is 19,243 feet. Each direction will, therefore, support 19,243 tons. The answer is 38,486 tons (2 x 19,243 tons).

 

Facts & Figures

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. The bridge opened to traffic on November 1, 1957. The following facts and figures are quoted from David Steinman’s book “Miracle Bridge at Mackinac”.

 

LENGTHS

Total Length of Bridge (5 Miles) : 26,372 Ft 8,038 Meters

Total Length of Steel Superstructure : 19,243 Ft. 5,865 Meters

Length of Suspension Bridge (including Anchorages) : 8,614 Ft. 8,614 Ft.

Total Length of North Approach : 7,129 Ft. : 2,173 Meters

Length of Main Span (between Main Towers) : 3,800 Ft. 1,158 Meters

 

HEIGHTS AND DEPTHS

Height of Main Towers above Water : 552 Ft 168.25 Meters

Maximum Depth to Rock at Midspan : Unknown Unknown

Maximum Depth of Water at Midspan : 295 Ft. 90 Meters

Maximum Depth of Tower Piers below Water : 210 Ft. 64 Meters

Height of Roadway above Water at Midspan : 199 Ft. 61 Meters

Underclearance at Midspan for Ships : 155 Ft. 47 Meters

Maximum Depth of Water at Piers : 142 Ft. 43 Meters

Maximum Depth of Piers Sunk through Overburden : 105 Ft. 32 Meters

 

CABLES

Total Length of Wire in Main Cables : 42,000 Miles 67,592 km

Maximum Tension in Each Cable : 16,000 Tons 14,515,995 kg

Number of Wires in Each Cable : 12,580

Weight of Cables : 11,840 Tons 10,741,067 kg

Diameter of Main Cables : 24 1/2 Inches 62.23 cm

Diameter of Each Wire : 0.196 Inches .498 cm

 

WEIGHTS

Total Weight of Bridge : 1,024,500 Tons 929,410,766 kg

Total Weight of Concrete : 931,000 Tons 844,589 kg

Total Weight of Substructure : 919,100 Tons 326,931,237 kg

Total Weight of Two Anchorages : 360,380 Tons 326,931,237 kg

Total Weight of Two Main Piers : 318,000 Tons 288,484,747 kg

Total Weight of Superstructure : 104,400 Tons 94,710,087 kg

Total Weight of Structural Steel : 71,300 Tons 64,682,272 kg

Weight of Steel in Each Main Tower : 6,500 Tons 5,896,701 kg

Total Weight of Cable Wire : 11,840 Tons 10,741,067 kg

Total Weight of Concrete Roadway : 6,660 Tons 6,041,850 kg

Total Weight of Reinforcing Steel : 3,700 Tons 3,356,584 kg

 

RIVETS AND BOLTS

Total Number of Steel Rivets : 4,851,700

Total Number of Steel Bolts : 1,016,600

 

DESIGN AND DETAIL DRAWINGS

Total Number of Engineering Drawings : 4,000

Total Number of Blueprints : 85,000

 

MEN EMPLOYED

Total, at the Bridge Site : 3,500

At Quarries, Shops, Mills, etc. : 7,500

Total Number of Engineers : 350

 

IMPORTANT DATES

Mackinac Bridge Authority Appointed : June, 1950

Board of Three Engineers Retained : June, 1950

Report of Board of Engineers : January, 1951

Financing and Construction Authorized by Legislature : April 30, 1952

D.B. Steinman Selected as Engineer : January, 1953

Preliminary Plans and Estimates Completed : March, 1953

Construction Contracts Negotiated : March, 1953

Bids Received for Sale of Bonds : December 17, 1953

Began Construction : May 7, 1954

Open to traffic : November 1, 1957

Formal dedication : June 25-28, 1958

50 millionth crossing : September 25, 1984

40th Anniversary Celebration : November 1, 1997

100 millionth crossing : June 25, 1998

 

In Memory Of

Forever Remembered

 

During the construction of the Mackinac Bridge in the 1950’s, five men unfortunately lost their lives.

One man died in a diving accident; one man fell in a caisson while welding; one man fell into the water and drowned; and two men fell from a temporary catwalk near the top of north tower.

The names of those five men (and the date of their deaths) are listed below.

Frank Pepper, Sept. 16, 1954

James R. LeSarge, Oct. 10, 1954

Albert Abbott, Oct. 25, 1954

Jack C. Baker, June 6, 1956

Robert Koppen, June 6, 1956

After the bridge was built and opened to traffic, one MBA maintenance worker lost his life. On August 7, 1997, Daniel Doyle, a bridge painter, fell from his painting platform and drowned in the Straits of Mackinac. His tragic and unfortunate death shocked everyone.

Dan and others who have lost their lives on the job are permanently honored by MDOT in the Clare Welcome Center located in Clare, Michigan. The Employee Memorial is a permanent tribute to highway workers all over Michigan who lost their lives along highways and bridges. The Clare memorial provides an opportunity to educate the public about the human cost of building and maintaining Michigan’s transportation system.

All six of these men will forever be remembered by many.

 

Prentiss M. Brown

1889-1973

Born in St. Ignace, Michigan, Mr. Brown Graduated from LaSalle High school in 1905, Albion College in 1911, and did post graduate work at the University of Illinois. Prentiss married Marion Walker, and practiced law with his father in the St. Ignace area. From 1932 to 1943 he served in the U.S. Congress and Senate. In 1950 Prentiss M. Brown was appointed to the Mackinac Bridge Authority and elected its first Chairman. Mr. Brown, with the assistance of fellow Authority members William Cochran, Murray Van Wagoner, and Charles Fisher, Jr., secured the financing for the Mackinac Bridge. Mr. Brown considered this to be one of his most rewarding accomplishments.

Prentiss M. Brown is well known for his struggle to get the Mackinac Bridge built over the Straits of Mackinac. Mr. Jack Carlisle, in a radio broadcast over WWJ radio station on February 22, 1954, told his listeners of Mr. Brown’s struggle. The transcript from Mr. Carlisle’s broadcast was later published in a newspaper and is as follows:

 

” After a 20-year fight which often seemed hopeless, there finally is going to be a five-mile bridge across the Straits of Mackinac. As one of the states most ambitious projects, it will link Michigan’s two peninsula’s. It will cost about $99 million. It is scheduled for completion in November, 1957.

The bridge project had many stalwart partisans. However, the project actually became a reality through the determination of one man – Prentiss M. Brown, Chairman of the Michigan Mackinac Bridge Authority. Brown, a former United States Senator and Chairman of the Board of the Detroit Edison Company, refused to accept defeat when it seemed inevitable. Prentiss M. Brown just wouldn’t stay licked.

His energetic determination to get the Mackinac Bridge financed is undoubtedly due to the fact that he was born and raised in the midst of a daily realization of the need for the bridge. Now 64 years old, Prentiss Brown spent a lifetime in his old home town of Saint Ignace, Michigan. He was once a bellhop at the old Astor Hotel on Mackinac Island. Probably the bridge idea would have died completely in the last year – if it had not been for an incident that happened to Brown 34 years ago. He was 30 years old then and a lawyer. He was scheduled to appear before the State Supreme Court in Lansing to argue a case.

Brown had to get across the Straits to catch a train at Mackinaw City. However, both of the ferry boats were stuck in the winter ice. He and another hardy voyager, who also had important business on the side of the Straits, hired a horse and a cutter. They started across the ice. They ran into ice hummocks ten feet high and had to send the cutter back to Saint Ignace. They proceeded on foot.

 

They ran into 50 acres of open water, like a big pond, and had to circle it. All in all, they hiked four miles across the ice. The wind was blowing up a small gale. It was snowing. By the time they had spent most of the day walking – well, they missed their train.

Brown said in a recollection today, “That bitter hike across the Straits made a lasting impression on me – for the need of a bridge across the Straits.”

Prentiss Brown never forgot. That is the reason that 20 years ago Brown became legal counsel for the first Mackinac Bridge Commission. Back in 1933 under Governor Comstock. And Prentiss worked for love. He would accept no money. Four years ago he became chairman of the Mackinac Bridge Authority. By 1952, it looked like the RFC woud finance the bridge across the Straits. Whereupon, a New York investment broker offered to organize a private syndicate in October, 1952, to do the financing.

He tried to float the Mackinac Bridge bonds in March and again in June, 1953. Both times he failed. As a matter of fact, it looked like the bridge project was a gone goose last June. For lack of financing. Due to the high cost of money. But Prentiss refused to stay licked. The project was revived on the New York bond market in November due to the increase in interest rates and the increase in traffic across the Straits.

 

It was only six days ago that a check for $98,500,000 to finance the Straits of Mackinac Bridge was put into Brown’s hands in New York. One hundred and fifty investment brokers underwrote the sale of revenue bonds for a commission pot of three million dollars.

Actually, the deal went through last year with just 13 days to spare before the offer of State maintenance for the bridge would have expired. In a four-year battle under Brown to get the bridge finance – this was a slim margin to win a victory.

Michigan will not soon forget the gallant fight of Prentiss M. Brown for the Straits of Mackinac Bridge.”

 

The Mackinac Bridge Authority has created a token in honor of Prentiss M. Brown. To view this and all other tokens visit Token Gift Packs / Medallion.

 

www.mackinacbridge.org/history/the-mighty-mac/

  

The “Mighty Mac”

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. In 1998, the Akashi Kaikyo Bridge in Japan became the longest with a total suspension of 12,826 feet. The Mackinac Bridge is the longest suspension bridge in the western hemisphere.

The total length of the Mackinac Bridge is 26,372 feet. The length of the suspension bridge (including anchorages) is 8,614 feet. The length from cable bent pier to cable bent pier is 7,400 feet. Length of main span (between towers) is 3,800 feet.

 

The width of the roadway is 54 feet. The outside lanes are 12 feet wide (2), the inside lanes are 11 feet wide (2), the center mall is 2 feet wide, and the catwalk, curb and rail width is 3 feet on each side – totaling 54 feet. The stiffening truss width in the suspended span is 68 feet wide making it wider than the roadway it supports.

The height of the roadway at mid-span is approximately 200 feet above water level. The vertical clearance at normal temperature is 155 feet at the center of the main suspension span and 135 feet at the boundaries of the 3,000 ft. navigation channel.

All suspension bridges are designed to move to accommodate wind, change in temperature, and weight. It is possible that the deck at center span could move as much as 35 feet (east or west) due to high winds. This would only happen under severe wind conditions. The deck would not swing or “sway” but rather move slowly in one direction based on the force and direction of the wind. After the wind subsides, the weight of the vehicles crossing would slowly move it back into center position.

The steel superstructure will support one ton per lineal foot per roadway (northbound or southbound). The length of the steel superstructure is 19,243 feet. Each direction will, therefore, support 19,243 tons. The answer is 38,486 tons (2 x 19,243 tons).

 

Facts & Figures

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. The bridge opened to traffic on November 1, 1957. The following facts and figures are quoted from David Steinman’s book “Miracle Bridge at Mackinac”.

 

LENGTHS

Total Length of Bridge (5 Miles) : 26,372 Ft 8,038 Meters

Total Length of Steel Superstructure : 19,243 Ft. 5,865 Meters

Length of Suspension Bridge (including Anchorages) : 8,614 Ft. 8,614 Ft.

Total Length of North Approach : 7,129 Ft. : 2,173 Meters

Length of Main Span (between Main Towers) : 3,800 Ft. 1,158 Meters

 

HEIGHTS AND DEPTHS

Height of Main Towers above Water : 552 Ft 168.25 Meters

Maximum Depth to Rock at Midspan : Unknown Unknown

Maximum Depth of Water at Midspan : 295 Ft. 90 Meters

Maximum Depth of Tower Piers below Water : 210 Ft. 64 Meters

Height of Roadway above Water at Midspan : 199 Ft. 61 Meters

Underclearance at Midspan for Ships : 155 Ft. 47 Meters

Maximum Depth of Water at Piers : 142 Ft. 43 Meters

Maximum Depth of Piers Sunk through Overburden : 105 Ft. 32 Meters

 

CABLES

Total Length of Wire in Main Cables : 42,000 Miles 67,592 km

Maximum Tension in Each Cable : 16,000 Tons 14,515,995 kg

Number of Wires in Each Cable : 12,580

Weight of Cables : 11,840 Tons 10,741,067 kg

Diameter of Main Cables : 24 1/2 Inches 62.23 cm

Diameter of Each Wire : 0.196 Inches .498 cm

 

WEIGHTS

Total Weight of Bridge : 1,024,500 Tons 929,410,766 kg

Total Weight of Concrete : 931,000 Tons 844,589 kg

Total Weight of Substructure : 919,100 Tons 326,931,237 kg

Total Weight of Two Anchorages : 360,380 Tons 326,931,237 kg

Total Weight of Two Main Piers : 318,000 Tons 288,484,747 kg

Total Weight of Superstructure : 104,400 Tons 94,710,087 kg

Total Weight of Structural Steel : 71,300 Tons 64,682,272 kg

Weight of Steel in Each Main Tower : 6,500 Tons 5,896,701 kg

Total Weight of Cable Wire : 11,840 Tons 10,741,067 kg

Total Weight of Concrete Roadway : 6,660 Tons 6,041,850 kg

Total Weight of Reinforcing Steel : 3,700 Tons 3,356,584 kg

 

RIVETS AND BOLTS

Total Number of Steel Rivets : 4,851,700

Total Number of Steel Bolts : 1,016,600

 

DESIGN AND DETAIL DRAWINGS

Total Number of Engineering Drawings : 4,000

Total Number of Blueprints : 85,000

 

MEN EMPLOYED

Total, at the Bridge Site : 3,500

At Quarries, Shops, Mills, etc. : 7,500

Total Number of Engineers : 350

 

IMPORTANT DATES

Mackinac Bridge Authority Appointed : June, 1950

Board of Three Engineers Retained : June, 1950

Report of Board of Engineers : January, 1951

Financing and Construction Authorized by Legislature : April 30, 1952

D.B. Steinman Selected as Engineer : January, 1953

Preliminary Plans and Estimates Completed : March, 1953

Construction Contracts Negotiated : March, 1953

Bids Received for Sale of Bonds : December 17, 1953

Began Construction : May 7, 1954

Open to traffic : November 1, 1957

Formal dedication : June 25-28, 1958

50 millionth crossing : September 25, 1984

40th Anniversary Celebration : November 1, 1997

100 millionth crossing : June 25, 1998

 

In Memory Of

Forever Remembered

 

During the construction of the Mackinac Bridge in the 1950’s, five men unfortunately lost their lives.

One man died in a diving accident; one man fell in a caisson while welding; one man fell into the water and drowned; and two men fell from a temporary catwalk near the top of north tower.

The names of those five men (and the date of their deaths) are listed below.

Frank Pepper, Sept. 16, 1954

James R. LeSarge, Oct. 10, 1954

Albert Abbott, Oct. 25, 1954

Jack C. Baker, June 6, 1956

Robert Koppen, June 6, 1956

After the bridge was built and opened to traffic, one MBA maintenance worker lost his life. On August 7, 1997, Daniel Doyle, a bridge painter, fell from his painting platform and drowned in the Straits of Mackinac. His tragic and unfortunate death shocked everyone.

Dan and others who have lost their lives on the job are permanently honored by MDOT in the Clare Welcome Center located in Clare, Michigan. The Employee Memorial is a permanent tribute to highway workers all over Michigan who lost their lives along highways and bridges. The Clare memorial provides an opportunity to educate the public about the human cost of building and maintaining Michigan’s transportation system.

All six of these men will forever be remembered by many.

 

Prentiss M. Brown

1889-1973

Born in St. Ignace, Michigan, Mr. Brown Graduated from LaSalle High school in 1905, Albion College in 1911, and did post graduate work at the University of Illinois. Prentiss married Marion Walker, and practiced law with his father in the St. Ignace area. From 1932 to 1943 he served in the U.S. Congress and Senate. In 1950 Prentiss M. Brown was appointed to the Mackinac Bridge Authority and elected its first Chairman. Mr. Brown, with the assistance of fellow Authority members William Cochran, Murray Van Wagoner, and Charles Fisher, Jr., secured the financing for the Mackinac Bridge. Mr. Brown considered this to be one of his most rewarding accomplishments.

Prentiss M. Brown is well known for his struggle to get the Mackinac Bridge built over the Straits of Mackinac. Mr. Jack Carlisle, in a radio broadcast over WWJ radio station on February 22, 1954, told his listeners of Mr. Brown’s struggle. The transcript from Mr. Carlisle’s broadcast was later published in a newspaper and is as follows:

 

” After a 20-year fight which often seemed hopeless, there finally is going to be a five-mile bridge across the Straits of Mackinac. As one of the states most ambitious projects, it will link Michigan’s two peninsula’s. It will cost about $99 million. It is scheduled for completion in November, 1957.

The bridge project had many stalwart partisans. However, the project actually became a reality through the determination of one man – Prentiss M. Brown, Chairman of the Michigan Mackinac Bridge Authority. Brown, a former United States Senator and Chairman of the Board of the Detroit Edison Company, refused to accept defeat when it seemed inevitable. Prentiss M. Brown just wouldn’t stay licked.

His energetic determination to get the Mackinac Bridge financed is undoubtedly due to the fact that he was born and raised in the midst of a daily realization of the need for the bridge. Now 64 years old, Prentiss Brown spent a lifetime in his old home town of Saint Ignace, Michigan. He was once a bellhop at the old Astor Hotel on Mackinac Island. Probably the bridge idea would have died completely in the last year – if it had not been for an incident that happened to Brown 34 years ago. He was 30 years old then and a lawyer. He was scheduled to appear before the State Supreme Court in Lansing to argue a case.

Brown had to get across the Straits to catch a train at Mackinaw City. However, both of the ferry boats were stuck in the winter ice. He and another hardy voyager, who also had important business on the side of the Straits, hired a horse and a cutter. They started across the ice. They ran into ice hummocks ten feet high and had to send the cutter back to Saint Ignace. They proceeded on foot.

 

They ran into 50 acres of open water, like a big pond, and had to circle it. All in all, they hiked four miles across the ice. The wind was blowing up a small gale. It was snowing. By the time they had spent most of the day walking – well, they missed their train.

Brown said in a recollection today, “That bitter hike across the Straits made a lasting impression on me – for the need of a bridge across the Straits.”

Prentiss Brown never forgot. That is the reason that 20 years ago Brown became legal counsel for the first Mackinac Bridge Commission. Back in 1933 under Governor Comstock. And Prentiss worked for love. He would accept no money. Four years ago he became chairman of the Mackinac Bridge Authority. By 1952, it looked like the RFC woud finance the bridge across the Straits. Whereupon, a New York investment broker offered to organize a private syndicate in October, 1952, to do the financing.

He tried to float the Mackinac Bridge bonds in March and again in June, 1953. Both times he failed. As a matter of fact, it looked like the bridge project was a gone goose last June. For lack of financing. Due to the high cost of money. But Prentiss refused to stay licked. The project was revived on the New York bond market in November due to the increase in interest rates and the increase in traffic across the Straits.

 

It was only six days ago that a check for $98,500,000 to finance the Straits of Mackinac Bridge was put into Brown’s hands in New York. One hundred and fifty investment brokers underwrote the sale of revenue bonds for a commission pot of three million dollars.

Actually, the deal went through last year with just 13 days to spare before the offer of State maintenance for the bridge would have expired. In a four-year battle under Brown to get the bridge finance – this was a slim margin to win a victory.

Michigan will not soon forget the gallant fight of Prentiss M. Brown for the Straits of Mackinac Bridge.”

 

The Mackinac Bridge Authority has created a token in honor of Prentiss M. Brown. To view this and all other tokens visit Token Gift Packs / Medallion.

 

www.mackinacbridge.org/history/the-mighty-mac/

  

U.S. Air Force Fact Sheet

 

E-3 SENTRY (AWACS)

 

E-3 Sentry celebrates 30 years in Air Force's fleet

  

Mission

The E-3 Sentry is an airborne warning and control system, or AWACS, aircraft with an integrated command and control battle management, or C2BM, surveillance, target detection, and tracking platform. The aircraft provides an accurate, real-time picture of the battlespace to the Joint Air Operations Center. AWACS provides situational awareness of friendly, neutral and hostile activity, command and control of an area of responsibility, battle management of theater forces, all-altitude and all-weather surveillance of the battle space, and early warning of enemy actions during joint, allied, and coalition operations.

 

Features

The E-3 Sentry is a modified Boeing 707/320 commercial airframe with a rotating radar dome. The dome is 30 feet (9.1 meters) in diameter, six feet (1.8 meters) thick, and is held 11 feet (3.33 meters) above the fuselage by two struts. It contains a radar subsystem that permits surveillance from the Earth's surface up into the stratosphere, over land or water. The radar has a range of more than 250 miles (375.5 kilometers). The radar combined with an identification friend or foe, or IFF, subsystem can look down to detect, identify and track enemy and friendly low-flying aircraft by eliminating ground clutter returns that confuse other radar systems.

 

Major subsystems in the E-3 are avionics, navigation, communications, sensors (radar and passive detection) and identification tools (IFF/SIF). The mission suite includes consoles that display computer-processed data in graphic and tabular format on video screens. Mission crew members perform surveillance, identification, weapons control, battle management and communications functions.

 

The radar and computer subsystems on the E-3 Sentry can gather and present broad and detailed battlefield information. This includes position and tracking information on enemy aircraft and ships, and location and status of friendly aircraft and naval vessels. The information can be sent to major command and control centers in rear areas or aboard ships. In time of crisis, this data can also be forwarded to the president and secretary of defense.

 

In support of air-to-ground operations, the Sentry can provide direct information needed for interdiction, reconnaissance, airlift and close-air support for friendly ground forces. It can also provide information for commanders of air operations to gain and maintain control of the air battle.

 

As an air defense system, E-3s can detect, identify and track airborne enemy forces far from the boundaries of the United States or NATO countries. It can direct fighter-interceptor aircraft to these enemy targets. Experience has proven that the E-3 Sentry can respond quickly and effectively to a crisis and support worldwide military deployment operations.

 

AWACS may be employed alone or horizontally integrated in combination with other C2BM and intelligence, surveillance, and reconnaissance elements of the Theater Air Control System. It supports decentralized execution of the air tasking order/air combat order. The system provides the ability to find, fix, track and target airborne or maritime threats and to detect, locate and ID emitters. It has the ability to detect threats and control assets below and beyond the coverage of ground-based command and control or C2, and can exchange data with other C2 systems and shooters via datalinks.

 

With its mobility as an airborne warning and control system, the Sentry has a greater chance of surviving in warfare than a fixed, ground-based radar system. Among other things, the Sentry's flight path can quickly be changed according to mission and survival requirements. The E-3 can fly a mission profile approximately 8 hours without refueling. Its range and on-station time can be increased through in-flight refueling and the use of an on-board crew rest area.

 

Background

Engineering, test and evaluation began on the first E-3 Sentry in October 1975. In March 1977 the 552nd Airborne Warning and Control Wing (now 552nd Air Control Wing, Tinker Air Force Base, Okla.), received the first E-3s.

 

There are 32 aircraft in the U.S. inventory. Air Combat Command has 27 E-3s at Tinker. Pacific Air Forces has four E-3 Sentries at Kadena AB, Japan and Elmendorf AFB, Alaska. There is also one test aircraft at the Boeing Aircraft Company in Seattle.

 

NATO has 17 E-3A's and support equipment. The first E-3 was delivered to NATO in January 1982. The United Kingdom has seven E-3s, France has four, and Saudi Arabia has five. Japan has four AWACS built on the Boeing 767 airframe.

 

As proven in operations Desert Storm, Allied Force, Enduring Freedom, Iraqi Freedom, and Odyssey Dawn/Unified Protector the E-3 Sentry is the world's premier C2BM aircraft. AWACS aircraft and crews were instrumental to the successful completion of operations Northern and Southern Watch, and are still engaged in operations Noble Eagle and Enduring Freedom. They provide radar surveillance and control in addition to providing senior leadership with time-critical information on the actions of enemy forces. The E-3 has also deployed to support humanitarian relief operations in the U.S. following Hurricanes Rita and Katrina, coordinating rescue efforts between military and civilian authorities.

 

The data collection capability of the E-3 radar and computer subsystems allowed an entire air war to be recorded for the first time in the history of aerial warfare.

 

In March 1996, the Air Force activated the 513th Air Control Group, an AWACS Reserve Associate Program unit which performs duties on active-duty aircraft.

 

During the spring of 1999, the first AWACS aircraft went through the Radar System Improvement Program. RSIP is a joint U.S./NATO development program that involved a major hardware and software intensive modification to the existing radar system. Installation of RSIP enhanced the operational capability of the E-3 radar electronic counter-measures and has improved the system's reliability, maintainability and availability.

 

The AWACS modernization program, Block 40/45, is currently underway. Bock 40/45 represents a revolutionary change for AWACS and worldwide Joint Command and Control, Battle Management, and Wide Area Surveillance. It is the most significant counter-air battle management improvement in Combat Air Forces tactical Command and Control history. The Block 40/45 Mission Computer and Display upgrade replaces current 1970 vintage mission computing and displays with a true open system and commercial off-the-shelf hardware and software, giving AWACS crews the modern computing tools needed to perform, and vastly improve mission capability. Estimated fleet upgrades completion in ~2020.

 

General Characteristics

Primary Function: Airborne battle management, command and control

Contractor: Boeing Aerospace Co.

Power Plant: Four Pratt and Whitney TF33-PW-100A turbofan engines

Thrust: 20,500 pounds each engine at sea level

Rotodome: 30 feet in diameter (9.1 meters), 6 feet thick (1.8 meters), mounted 11 feet (3.33 meters) above fuselage

Wingspan: 145 feet, 9 inches (44.4 meters)

Length: 152 feet, 11 inches (46.6 meters)

Height: 41 feet, 9 inches (13 meters)

Weight: 205,000 pounds (zero fuel) (92,986 kilograms)

Maximum Takeoff Weight: 325,000 pounds (147,418 kilograms)

Fuel Capacity: 21,000 gallons (79,494 liters)

Speed: optimum cruise 360 mph (Mach 0.48)

Range: more than 5,000 nautical miles (9,250 kilometers)

Ceiling: Above 29,000 feet (8,788 meters)

Crew: Flight crew of four plus mission crew of 13-19 specialists (mission crew size varies according to mission)

Unit Cost: $270 million (fiscal 98 constant dollars)

Initial operating capability: April 1978

Inventory: Active force, 32 (1 test); Reserve, 0; Guard, 0

  

Point of Contact

Air Combat Command, Public Affairs Office; 130 Andrews St., Suite 202; Langley AFB, VA 23665-1987; DSN 574-5007 or 757-764-5007; e-mail: accpa.operations@langley.af.mil

 

www.af.mil/information/factsheets/factsheet.asp?fsID=98

Happy Easter everyone ~

 

On a walk around the city to see what I may find March 31, 2014 Christchurch New Zealand.

  

One hundred giant eggs were hidden in secret locations throughout Auckland, Wellington and Christchurch overnight to kickstart an Easter egg hunt.

   

Dozens of volunteers helped to hide the eggs - which have been decorated by people including Dick Frizzell, Dame Trelise Cooper and Colin Mathura-Jeffree - for the Whittaker's Big Egg Hunt that runs until April 22.

   

It supports the Starship Foundation, a charity supporting the national children's hospital.

   

Each egg has a unique code on it that can be texted in to win the overall prize, a 340g 18ct Whittaker's Gold Slab made by Partridge Jewellers.

   

The giant eggs will be auctioned off for the Starship, 80 on Trade Me and the rest at a gala event on April 16.

   

Whittaker's will also give at least $150,000 to the Starship from sales of its Peanut Slabs and other chocolate during the hunt.

   

Starship Foundation chief executive Brad Clark said extraordinary creativity had gone into the eggs - "from realism to abstract, to dinosaurs hatching, stainless-steel sculpture, a bunny biplane and so much more".

 

For More Info: www.nzherald.co.nz/nz/news/article.cfm?c_id=1&objecti...

The “Mighty Mac”

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. In 1998, the Akashi Kaikyo Bridge in Japan became the longest with a total suspension of 12,826 feet. The Mackinac Bridge is the longest suspension bridge in the western hemisphere.

The total length of the Mackinac Bridge is 26,372 feet. The length of the suspension bridge (including anchorages) is 8,614 feet. The length from cable bent pier to cable bent pier is 7,400 feet. Length of main span (between towers) is 3,800 feet.

 

The width of the roadway is 54 feet. The outside lanes are 12 feet wide (2), the inside lanes are 11 feet wide (2), the center mall is 2 feet wide, and the catwalk, curb and rail width is 3 feet on each side – totaling 54 feet. The stiffening truss width in the suspended span is 68 feet wide making it wider than the roadway it supports.

The height of the roadway at mid-span is approximately 200 feet above water level. The vertical clearance at normal temperature is 155 feet at the center of the main suspension span and 135 feet at the boundaries of the 3,000 ft. navigation channel.

All suspension bridges are designed to move to accommodate wind, change in temperature, and weight. It is possible that the deck at center span could move as much as 35 feet (east or west) due to high winds. This would only happen under severe wind conditions. The deck would not swing or “sway” but rather move slowly in one direction based on the force and direction of the wind. After the wind subsides, the weight of the vehicles crossing would slowly move it back into center position.

The steel superstructure will support one ton per lineal foot per roadway (northbound or southbound). The length of the steel superstructure is 19,243 feet. Each direction will, therefore, support 19,243 tons. The answer is 38,486 tons (2 x 19,243 tons).

 

Facts & Figures

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. The bridge opened to traffic on November 1, 1957. The following facts and figures are quoted from David Steinman’s book “Miracle Bridge at Mackinac”.

 

LENGTHS

Total Length of Bridge (5 Miles) : 26,372 Ft 8,038 Meters

Total Length of Steel Superstructure : 19,243 Ft. 5,865 Meters

Length of Suspension Bridge (including Anchorages) : 8,614 Ft. 8,614 Ft.

Total Length of North Approach : 7,129 Ft. : 2,173 Meters

Length of Main Span (between Main Towers) : 3,800 Ft. 1,158 Meters

 

HEIGHTS AND DEPTHS

Height of Main Towers above Water : 552 Ft 168.25 Meters

Maximum Depth to Rock at Midspan : Unknown Unknown

Maximum Depth of Water at Midspan : 295 Ft. 90 Meters

Maximum Depth of Tower Piers below Water : 210 Ft. 64 Meters

Height of Roadway above Water at Midspan : 199 Ft. 61 Meters

Underclearance at Midspan for Ships : 155 Ft. 47 Meters

Maximum Depth of Water at Piers : 142 Ft. 43 Meters

Maximum Depth of Piers Sunk through Overburden : 105 Ft. 32 Meters

 

CABLES

Total Length of Wire in Main Cables : 42,000 Miles 67,592 km

Maximum Tension in Each Cable : 16,000 Tons 14,515,995 kg

Number of Wires in Each Cable : 12,580

Weight of Cables : 11,840 Tons 10,741,067 kg

Diameter of Main Cables : 24 1/2 Inches 62.23 cm

Diameter of Each Wire : 0.196 Inches .498 cm

 

WEIGHTS

Total Weight of Bridge : 1,024,500 Tons 929,410,766 kg

Total Weight of Concrete : 931,000 Tons 844,589 kg

Total Weight of Substructure : 919,100 Tons 326,931,237 kg

Total Weight of Two Anchorages : 360,380 Tons 326,931,237 kg

Total Weight of Two Main Piers : 318,000 Tons 288,484,747 kg

Total Weight of Superstructure : 104,400 Tons 94,710,087 kg

Total Weight of Structural Steel : 71,300 Tons 64,682,272 kg

Weight of Steel in Each Main Tower : 6,500 Tons 5,896,701 kg

Total Weight of Cable Wire : 11,840 Tons 10,741,067 kg

Total Weight of Concrete Roadway : 6,660 Tons 6,041,850 kg

Total Weight of Reinforcing Steel : 3,700 Tons 3,356,584 kg

 

RIVETS AND BOLTS

Total Number of Steel Rivets : 4,851,700

Total Number of Steel Bolts : 1,016,600

 

DESIGN AND DETAIL DRAWINGS

Total Number of Engineering Drawings : 4,000

Total Number of Blueprints : 85,000

 

MEN EMPLOYED

Total, at the Bridge Site : 3,500

At Quarries, Shops, Mills, etc. : 7,500

Total Number of Engineers : 350

 

IMPORTANT DATES

Mackinac Bridge Authority Appointed : June, 1950

Board of Three Engineers Retained : June, 1950

Report of Board of Engineers : January, 1951

Financing and Construction Authorized by Legislature : April 30, 1952

D.B. Steinman Selected as Engineer : January, 1953

Preliminary Plans and Estimates Completed : March, 1953

Construction Contracts Negotiated : March, 1953

Bids Received for Sale of Bonds : December 17, 1953

Began Construction : May 7, 1954

Open to traffic : November 1, 1957

Formal dedication : June 25-28, 1958

50 millionth crossing : September 25, 1984

40th Anniversary Celebration : November 1, 1997

100 millionth crossing : June 25, 1998

 

In Memory Of

Forever Remembered

 

During the construction of the Mackinac Bridge in the 1950’s, five men unfortunately lost their lives.

One man died in a diving accident; one man fell in a caisson while welding; one man fell into the water and drowned; and two men fell from a temporary catwalk near the top of north tower.

The names of those five men (and the date of their deaths) are listed below.

Frank Pepper, Sept. 16, 1954

James R. LeSarge, Oct. 10, 1954

Albert Abbott, Oct. 25, 1954

Jack C. Baker, June 6, 1956

Robert Koppen, June 6, 1956

After the bridge was built and opened to traffic, one MBA maintenance worker lost his life. On August 7, 1997, Daniel Doyle, a bridge painter, fell from his painting platform and drowned in the Straits of Mackinac. His tragic and unfortunate death shocked everyone.

Dan and others who have lost their lives on the job are permanently honored by MDOT in the Clare Welcome Center located in Clare, Michigan. The Employee Memorial is a permanent tribute to highway workers all over Michigan who lost their lives along highways and bridges. The Clare memorial provides an opportunity to educate the public about the human cost of building and maintaining Michigan’s transportation system.

All six of these men will forever be remembered by many.

 

Prentiss M. Brown

1889-1973

Born in St. Ignace, Michigan, Mr. Brown Graduated from LaSalle High school in 1905, Albion College in 1911, and did post graduate work at the University of Illinois. Prentiss married Marion Walker, and practiced law with his father in the St. Ignace area. From 1932 to 1943 he served in the U.S. Congress and Senate. In 1950 Prentiss M. Brown was appointed to the Mackinac Bridge Authority and elected its first Chairman. Mr. Brown, with the assistance of fellow Authority members William Cochran, Murray Van Wagoner, and Charles Fisher, Jr., secured the financing for the Mackinac Bridge. Mr. Brown considered this to be one of his most rewarding accomplishments.

Prentiss M. Brown is well known for his struggle to get the Mackinac Bridge built over the Straits of Mackinac. Mr. Jack Carlisle, in a radio broadcast over WWJ radio station on February 22, 1954, told his listeners of Mr. Brown’s struggle. The transcript from Mr. Carlisle’s broadcast was later published in a newspaper and is as follows:

 

” After a 20-year fight which often seemed hopeless, there finally is going to be a five-mile bridge across the Straits of Mackinac. As one of the states most ambitious projects, it will link Michigan’s two peninsula’s. It will cost about $99 million. It is scheduled for completion in November, 1957.

The bridge project had many stalwart partisans. However, the project actually became a reality through the determination of one man – Prentiss M. Brown, Chairman of the Michigan Mackinac Bridge Authority. Brown, a former United States Senator and Chairman of the Board of the Detroit Edison Company, refused to accept defeat when it seemed inevitable. Prentiss M. Brown just wouldn’t stay licked.

His energetic determination to get the Mackinac Bridge financed is undoubtedly due to the fact that he was born and raised in the midst of a daily realization of the need for the bridge. Now 64 years old, Prentiss Brown spent a lifetime in his old home town of Saint Ignace, Michigan. He was once a bellhop at the old Astor Hotel on Mackinac Island. Probably the bridge idea would have died completely in the last year – if it had not been for an incident that happened to Brown 34 years ago. He was 30 years old then and a lawyer. He was scheduled to appear before the State Supreme Court in Lansing to argue a case.

Brown had to get across the Straits to catch a train at Mackinaw City. However, both of the ferry boats were stuck in the winter ice. He and another hardy voyager, who also had important business on the side of the Straits, hired a horse and a cutter. They started across the ice. They ran into ice hummocks ten feet high and had to send the cutter back to Saint Ignace. They proceeded on foot.

 

They ran into 50 acres of open water, like a big pond, and had to circle it. All in all, they hiked four miles across the ice. The wind was blowing up a small gale. It was snowing. By the time they had spent most of the day walking – well, they missed their train.

Brown said in a recollection today, “That bitter hike across the Straits made a lasting impression on me – for the need of a bridge across the Straits.”

Prentiss Brown never forgot. That is the reason that 20 years ago Brown became legal counsel for the first Mackinac Bridge Commission. Back in 1933 under Governor Comstock. And Prentiss worked for love. He would accept no money. Four years ago he became chairman of the Mackinac Bridge Authority. By 1952, it looked like the RFC woud finance the bridge across the Straits. Whereupon, a New York investment broker offered to organize a private syndicate in October, 1952, to do the financing.

He tried to float the Mackinac Bridge bonds in March and again in June, 1953. Both times he failed. As a matter of fact, it looked like the bridge project was a gone goose last June. For lack of financing. Due to the high cost of money. But Prentiss refused to stay licked. The project was revived on the New York bond market in November due to the increase in interest rates and the increase in traffic across the Straits.

 

It was only six days ago that a check for $98,500,000 to finance the Straits of Mackinac Bridge was put into Brown’s hands in New York. One hundred and fifty investment brokers underwrote the sale of revenue bonds for a commission pot of three million dollars.

Actually, the deal went through last year with just 13 days to spare before the offer of State maintenance for the bridge would have expired. In a four-year battle under Brown to get the bridge finance – this was a slim margin to win a victory.

Michigan will not soon forget the gallant fight of Prentiss M. Brown for the Straits of Mackinac Bridge.”

 

The Mackinac Bridge Authority has created a token in honor of Prentiss M. Brown. To view this and all other tokens visit Token Gift Packs / Medallion.

 

www.mackinacbridge.org/history/the-mighty-mac/

  

The new Svinesund bridge, shot from the old.

This one was opened 10th June 2005 and is (with the four lane motorway it supports) now Norway's main road connection to the continent.

Sweden on the left in this picture, Norway on the right. The distant background is the island Kirköy, in the Hvaler archipelago.

 

Sweden on the left is the northern edge of the county Bohuslän, which is an amazing Swedish coastal landscape of islets, sound and small islands, that extends to Gothenburg about 160 kilometers further south as the crow flies (according to Google Earth). That county was part of Norway until one war (of many disastrous wars) while in a union with Denmark, led to the peace agreement in Roskilde in March 1658 (February according to the Julian calender), where Norway lost Bohuslän to Sweden. This loss included the large island Hisingen directly north of Gothenburg, and in the Norwegian royal saga (Heimskringla) is a story about how the Swedish and the Norwegian kings (around 1010-1020 some time) during border negotiations played dice about Hisingen. The Swedish king threw his first, and got two six'es, and pointed out to his Norwegian opponent that it was no point in him trying, since he would lose anyway. The Norwegian king answered that if God wants me to win this I'll win, did throw his dice, got one six, the other one split in two and the parts did show three and four.

So Norway got Hisingen, for as long as it lasted (about 650 years).

The “Mighty Mac”

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. In 1998, the Akashi Kaikyo Bridge in Japan became the longest with a total suspension of 12,826 feet. The Mackinac Bridge is the longest suspension bridge in the western hemisphere.

The total length of the Mackinac Bridge is 26,372 feet. The length of the suspension bridge (including anchorages) is 8,614 feet. The length from cable bent pier to cable bent pier is 7,400 feet. Length of main span (between towers) is 3,800 feet.

 

The width of the roadway is 54 feet. The outside lanes are 12 feet wide (2), the inside lanes are 11 feet wide (2), the center mall is 2 feet wide, and the catwalk, curb and rail width is 3 feet on each side – totaling 54 feet. The stiffening truss width in the suspended span is 68 feet wide making it wider than the roadway it supports.

The height of the roadway at mid-span is approximately 200 feet above water level. The vertical clearance at normal temperature is 155 feet at the center of the main suspension span and 135 feet at the boundaries of the 3,000 ft. navigation channel.

All suspension bridges are designed to move to accommodate wind, change in temperature, and weight. It is possible that the deck at center span could move as much as 35 feet (east or west) due to high winds. This would only happen under severe wind conditions. The deck would not swing or “sway” but rather move slowly in one direction based on the force and direction of the wind. After the wind subsides, the weight of the vehicles crossing would slowly move it back into center position.

The steel superstructure will support one ton per lineal foot per roadway (northbound or southbound). The length of the steel superstructure is 19,243 feet. Each direction will, therefore, support 19,243 tons. The answer is 38,486 tons (2 x 19,243 tons).

 

Facts & Figures

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. The bridge opened to traffic on November 1, 1957. The following facts and figures are quoted from David Steinman’s book “Miracle Bridge at Mackinac”.

 

LENGTHS

Total Length of Bridge (5 Miles) : 26,372 Ft 8,038 Meters

Total Length of Steel Superstructure : 19,243 Ft. 5,865 Meters

Length of Suspension Bridge (including Anchorages) : 8,614 Ft. 8,614 Ft.

Total Length of North Approach : 7,129 Ft. : 2,173 Meters

Length of Main Span (between Main Towers) : 3,800 Ft. 1,158 Meters

 

HEIGHTS AND DEPTHS

Height of Main Towers above Water : 552 Ft 168.25 Meters

Maximum Depth to Rock at Midspan : Unknown Unknown

Maximum Depth of Water at Midspan : 295 Ft. 90 Meters

Maximum Depth of Tower Piers below Water : 210 Ft. 64 Meters

Height of Roadway above Water at Midspan : 199 Ft. 61 Meters

Underclearance at Midspan for Ships : 155 Ft. 47 Meters

Maximum Depth of Water at Piers : 142 Ft. 43 Meters

Maximum Depth of Piers Sunk through Overburden : 105 Ft. 32 Meters

 

CABLES

Total Length of Wire in Main Cables : 42,000 Miles 67,592 km

Maximum Tension in Each Cable : 16,000 Tons 14,515,995 kg

Number of Wires in Each Cable : 12,580

Weight of Cables : 11,840 Tons 10,741,067 kg

Diameter of Main Cables : 24 1/2 Inches 62.23 cm

Diameter of Each Wire : 0.196 Inches .498 cm

 

WEIGHTS

Total Weight of Bridge : 1,024,500 Tons 929,410,766 kg

Total Weight of Concrete : 931,000 Tons 844,589 kg

Total Weight of Substructure : 919,100 Tons 326,931,237 kg

Total Weight of Two Anchorages : 360,380 Tons 326,931,237 kg

Total Weight of Two Main Piers : 318,000 Tons 288,484,747 kg

Total Weight of Superstructure : 104,400 Tons 94,710,087 kg

Total Weight of Structural Steel : 71,300 Tons 64,682,272 kg

Weight of Steel in Each Main Tower : 6,500 Tons 5,896,701 kg

Total Weight of Cable Wire : 11,840 Tons 10,741,067 kg

Total Weight of Concrete Roadway : 6,660 Tons 6,041,850 kg

Total Weight of Reinforcing Steel : 3,700 Tons 3,356,584 kg

 

RIVETS AND BOLTS

Total Number of Steel Rivets : 4,851,700

Total Number of Steel Bolts : 1,016,600

 

DESIGN AND DETAIL DRAWINGS

Total Number of Engineering Drawings : 4,000

Total Number of Blueprints : 85,000

 

MEN EMPLOYED

Total, at the Bridge Site : 3,500

At Quarries, Shops, Mills, etc. : 7,500

Total Number of Engineers : 350

 

IMPORTANT DATES

Mackinac Bridge Authority Appointed : June, 1950

Board of Three Engineers Retained : June, 1950

Report of Board of Engineers : January, 1951

Financing and Construction Authorized by Legislature : April 30, 1952

D.B. Steinman Selected as Engineer : January, 1953

Preliminary Plans and Estimates Completed : March, 1953

Construction Contracts Negotiated : March, 1953

Bids Received for Sale of Bonds : December 17, 1953

Began Construction : May 7, 1954

Open to traffic : November 1, 1957

Formal dedication : June 25-28, 1958

50 millionth crossing : September 25, 1984

40th Anniversary Celebration : November 1, 1997

100 millionth crossing : June 25, 1998

 

In Memory Of

Forever Remembered

 

During the construction of the Mackinac Bridge in the 1950’s, five men unfortunately lost their lives.

One man died in a diving accident; one man fell in a caisson while welding; one man fell into the water and drowned; and two men fell from a temporary catwalk near the top of north tower.

The names of those five men (and the date of their deaths) are listed below.

Frank Pepper, Sept. 16, 1954

James R. LeSarge, Oct. 10, 1954

Albert Abbott, Oct. 25, 1954

Jack C. Baker, June 6, 1956

Robert Koppen, June 6, 1956

After the bridge was built and opened to traffic, one MBA maintenance worker lost his life. On August 7, 1997, Daniel Doyle, a bridge painter, fell from his painting platform and drowned in the Straits of Mackinac. His tragic and unfortunate death shocked everyone.

Dan and others who have lost their lives on the job are permanently honored by MDOT in the Clare Welcome Center located in Clare, Michigan. The Employee Memorial is a permanent tribute to highway workers all over Michigan who lost their lives along highways and bridges. The Clare memorial provides an opportunity to educate the public about the human cost of building and maintaining Michigan’s transportation system.

All six of these men will forever be remembered by many.

 

Prentiss M. Brown

1889-1973

Born in St. Ignace, Michigan, Mr. Brown Graduated from LaSalle High school in 1905, Albion College in 1911, and did post graduate work at the University of Illinois. Prentiss married Marion Walker, and practiced law with his father in the St. Ignace area. From 1932 to 1943 he served in the U.S. Congress and Senate. In 1950 Prentiss M. Brown was appointed to the Mackinac Bridge Authority and elected its first Chairman. Mr. Brown, with the assistance of fellow Authority members William Cochran, Murray Van Wagoner, and Charles Fisher, Jr., secured the financing for the Mackinac Bridge. Mr. Brown considered this to be one of his most rewarding accomplishments.

Prentiss M. Brown is well known for his struggle to get the Mackinac Bridge built over the Straits of Mackinac. Mr. Jack Carlisle, in a radio broadcast over WWJ radio station on February 22, 1954, told his listeners of Mr. Brown’s struggle. The transcript from Mr. Carlisle’s broadcast was later published in a newspaper and is as follows:

 

” After a 20-year fight which often seemed hopeless, there finally is going to be a five-mile bridge across the Straits of Mackinac. As one of the states most ambitious projects, it will link Michigan’s two peninsula’s. It will cost about $99 million. It is scheduled for completion in November, 1957.

The bridge project had many stalwart partisans. However, the project actually became a reality through the determination of one man – Prentiss M. Brown, Chairman of the Michigan Mackinac Bridge Authority. Brown, a former United States Senator and Chairman of the Board of the Detroit Edison Company, refused to accept defeat when it seemed inevitable. Prentiss M. Brown just wouldn’t stay licked.

His energetic determination to get the Mackinac Bridge financed is undoubtedly due to the fact that he was born and raised in the midst of a daily realization of the need for the bridge. Now 64 years old, Prentiss Brown spent a lifetime in his old home town of Saint Ignace, Michigan. He was once a bellhop at the old Astor Hotel on Mackinac Island. Probably the bridge idea would have died completely in the last year – if it had not been for an incident that happened to Brown 34 years ago. He was 30 years old then and a lawyer. He was scheduled to appear before the State Supreme Court in Lansing to argue a case.

Brown had to get across the Straits to catch a train at Mackinaw City. However, both of the ferry boats were stuck in the winter ice. He and another hardy voyager, who also had important business on the side of the Straits, hired a horse and a cutter. They started across the ice. They ran into ice hummocks ten feet high and had to send the cutter back to Saint Ignace. They proceeded on foot.

 

They ran into 50 acres of open water, like a big pond, and had to circle it. All in all, they hiked four miles across the ice. The wind was blowing up a small gale. It was snowing. By the time they had spent most of the day walking – well, they missed their train.

Brown said in a recollection today, “That bitter hike across the Straits made a lasting impression on me – for the need of a bridge across the Straits.”

Prentiss Brown never forgot. That is the reason that 20 years ago Brown became legal counsel for the first Mackinac Bridge Commission. Back in 1933 under Governor Comstock. And Prentiss worked for love. He would accept no money. Four years ago he became chairman of the Mackinac Bridge Authority. By 1952, it looked like the RFC woud finance the bridge across the Straits. Whereupon, a New York investment broker offered to organize a private syndicate in October, 1952, to do the financing.

He tried to float the Mackinac Bridge bonds in March and again in June, 1953. Both times he failed. As a matter of fact, it looked like the bridge project was a gone goose last June. For lack of financing. Due to the high cost of money. But Prentiss refused to stay licked. The project was revived on the New York bond market in November due to the increase in interest rates and the increase in traffic across the Straits.

 

It was only six days ago that a check for $98,500,000 to finance the Straits of Mackinac Bridge was put into Brown’s hands in New York. One hundred and fifty investment brokers underwrote the sale of revenue bonds for a commission pot of three million dollars.

Actually, the deal went through last year with just 13 days to spare before the offer of State maintenance for the bridge would have expired. In a four-year battle under Brown to get the bridge finance – this was a slim margin to win a victory.

Michigan will not soon forget the gallant fight of Prentiss M. Brown for the Straits of Mackinac Bridge.”

 

The Mackinac Bridge Authority has created a token in honor of Prentiss M. Brown. To view this and all other tokens visit Token Gift Packs / Medallion.

 

www.mackinacbridge.org/history/the-mighty-mac/

  

One is born from a woman, ends up in Earth.

 

Hinduism accords the respect these deserve.

 

A woman is called Gruha Lakshmi, one who brings Prosperity to Home.

 

Tamil calls her Illal, one who owns/rules the Home.

 

Similarly Earth is given the respect it deserves for it supports from Birth to Death.

 

Earth is eulogized as Mother and there are Vedic Sukthas in praise of the Earth, Bho Suktham.

 

There is Neela Suktham, Neela is considered to be the consort of Lord Vishnu.

 

Such being the case, there is no wonder in Hinduism calling the Sanctum Sanctorum of a Temple as Garbha Gruha, Gharbha meaning The Womb and Gruha, the Home.

 

Tamil calls The Gharbhagriha as Karuvarai, meaning ‘where the Foetus stays’

 

One’s first Home is the womb.

A Hindu temple consists of an inner sanctum, thegarbha griha or womb-chamber, where the primary idol or deity is housed along with Purusa. The garbhagriha is crowned by a tower-like Shikhara, also called the Vimana. The architecture includes an ambulatory for parikrama(circumambulation), a congregation hall, and sometimes an antechamber and porch.

 

The Hindu temple architecture reflects a synthesis of arts, the ideals of dharma, beliefs, values and the way of life cherished under Hinduism. It is a link between man, deities, and the Universal Purusa in a sacred space.

 

In ancient Indian texts, a temple is a place for Tirtha – pilgrimage.It is a sacred site whose ambience and design attempts to symbolically condense the ideal tenets of Hindu way of life. All the cosmic elements that create and celebrate life in Hindu pantheon, are present in a Hindu temple – from fire to water, from images of nature to deities, from the feminine to the masculine, from kama to artha, from the fleeting sounds and incense smells to Purusha – the eternal nothingness yet universality – is part of a Hindu temple architecture.

Garbhagriha or Garbha gruha (garbha gṛha) (Sanskrit: गर्भगॄह) is the sanctum sanctorum, the innermost sanctum of a Hindu templewhere resides the murti (idol or icon) of the primary deity of the temple. Literally the word means “womb chamber”, from the Sanskritwords garbha for womb and griha for house. Only ‘priests’ (pujari) are allowed to enter this chamber.

 

Although the term is often associated with Hindu temples, it is also found in Jain and Buddhist temples…

 

In temples with a spire or vimana, this chamber is placed directly underneath it, and the two of them form the main vertical axis of the temple. These together may be understood to represent the axis of the world through Mount Meru. The garbha griham is usually also on the main horizontal axis of the temple which generally is an east-west axis. In those temples where there is also a cross-axis, the garbha gṛha is generally at their intersection.

 

Generally the garbhagriha is a windowless and sparsely lit chamber, intentionally created thus to focus the devotee’s mind on the tangible form of the divine within it. Entrance to the garbha grha may be restricted to priests who perform the services there…

 

In the Dravida style, the garbhagriha took the form of a miniature vimana with other features exclusive to southern Indian temple architecture such as the inner wall together with the outer wall creating a pradakshina around the garbhagriha. The entrance is highly decorated. The inner garbhagriha or shrine became a separate structure, more elaborately adorned over time.

 

More often garbhagriha is square and sits on a plinth, its location calculated to be a point of total equilibrium and harmony as it is representative of a microcosm of the Universe. In the centre is placed the image of the deity.

 

But sometimes, for the temples of feminine deities, the garbagriha is rectangular. For example in the temple of Varahi Deula in Chaurasi.

 

The present structure of most of these temples is a two-storeyed vimana with a square garbhagriha and a surrounding circumambulatory path, an ardha-mandapa and a narrower maha-mandapa.

 

en.wikipedia.org/wiki/Garbhagriha

 

en.wikipedia.org/wiki/Hindu_temple_architecture

 

Natarja , Chidambaram Plan Image Credit. natarjatemplechidambaram.blogspot.in/

 

Employees gather for a ribbon-cutting ceremony to officially open the new Kennedy Data Center at NASA’s Kennedy Space Center in Florida.

At only 16,000 square feet, the data center will replace approximately 45,000 square feet previously dedicated to five “legacy” data centers and IT support areas. Once the facility is fully operational, it will be three times more efficient than the legacy data centers.

Photo credit: NASA/Dan Casper

NASA image use policy.

One is born from a woman, ends up in Earth.

 

Hinduism accords the respect these deserve.

 

A woman is called Gruha Lakshmi, one who brings Prosperity to Home.

 

Tamil calls her Illal, one who owns/rules the Home.

 

Similarly Earth is given the respect it deserves for it supports from Birth to Death.

 

Earth is eulogized as Mother and there are Vedic Sukthas in praise of the Earth, Bho Suktham.

 

There is Neela Suktham, Neela is considered to be the consort of Lord Vishnu.

 

Such being the case, there is no wonder in Hinduism calling the Sanctum Sanctorum of a Temple as Garbha Gruha, Gharbha meaning The Womb and Gruha, the Home.

 

Tamil calls The Gharbhagriha as Karuvarai, meaning ‘where the Foetus stays’

 

One’s first Home is the womb.

A Hindu temple consists of an inner sanctum, thegarbha griha or womb-chamber, where the primary idol or deity is housed along with Purusa. The garbhagriha is crowned by a tower-like Shikhara, also called the Vimana. The architecture includes an ambulatory for parikrama(circumambulation), a congregation hall, and sometimes an antechamber and porch.

 

The Hindu temple architecture reflects a synthesis of arts, the ideals of dharma, beliefs, values and the way of life cherished under Hinduism. It is a link between man, deities, and the Universal Purusa in a sacred space.

 

In ancient Indian texts, a temple is a place for Tirtha – pilgrimage.It is a sacred site whose ambience and design attempts to symbolically condense the ideal tenets of Hindu way of life. All the cosmic elements that create and celebrate life in Hindu pantheon, are present in a Hindu temple – from fire to water, from images of nature to deities, from the feminine to the masculine, from kama to artha, from the fleeting sounds and incense smells to Purusha – the eternal nothingness yet universality – is part of a Hindu temple architecture.

Garbhagriha or Garbha gruha (garbha gṛha) (Sanskrit: गर्भगॄह) is the sanctum sanctorum, the innermost sanctum of a Hindu templewhere resides the murti (idol or icon) of the primary deity of the temple. Literally the word means “womb chamber”, from the Sanskritwords garbha for womb and griha for house. Only ‘priests’ (pujari) are allowed to enter this chamber.

 

Although the term is often associated with Hindu temples, it is also found in Jain and Buddhist temples…

 

In temples with a spire or vimana, this chamber is placed directly underneath it, and the two of them form the main vertical axis of the temple. These together may be understood to represent the axis of the world through Mount Meru. The garbha griham is usually also on the main horizontal axis of the temple which generally is an east-west axis. In those temples where there is also a cross-axis, the garbha gṛha is generally at their intersection.

 

Generally the garbhagriha is a windowless and sparsely lit chamber, intentionally created thus to focus the devotee’s mind on the tangible form of the divine within it. Entrance to the garbha grha may be restricted to priests who perform the services there…

 

In the Dravida style, the garbhagriha took the form of a miniature vimana with other features exclusive to southern Indian temple architecture such as the inner wall together with the outer wall creating a pradakshina around the garbhagriha. The entrance is highly decorated. The inner garbhagriha or shrine became a separate structure, more elaborately adorned over time.

 

More often garbhagriha is square and sits on a plinth, its location calculated to be a point of total equilibrium and harmony as it is representative of a microcosm of the Universe. In the centre is placed the image of the deity.

 

But sometimes, for the temples of feminine deities, the garbagriha is rectangular. For example in the temple of Varahi Deula in Chaurasi.

 

The present structure of most of these temples is a two-storeyed vimana with a square garbhagriha and a surrounding circumambulatory path, an ardha-mandapa and a narrower maha-mandapa.

 

en.wikipedia.org/wiki/Garbhagriha

 

en.wikipedia.org/wiki/Hindu_temple_architecture

 

Natarja , Chidambaram Plan Image Credit. natarjatemplechidambaram.blogspot.in/

 

The “Mighty Mac”

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. In 1998, the Akashi Kaikyo Bridge in Japan became the longest with a total suspension of 12,826 feet. The Mackinac Bridge is the longest suspension bridge in the western hemisphere.

The total length of the Mackinac Bridge is 26,372 feet. The length of the suspension bridge (including anchorages) is 8,614 feet. The length from cable bent pier to cable bent pier is 7,400 feet. Length of main span (between towers) is 3,800 feet.

 

The width of the roadway is 54 feet. The outside lanes are 12 feet wide (2), the inside lanes are 11 feet wide (2), the center mall is 2 feet wide, and the catwalk, curb and rail width is 3 feet on each side – totaling 54 feet. The stiffening truss width in the suspended span is 68 feet wide making it wider than the roadway it supports.

The height of the roadway at mid-span is approximately 200 feet above water level. The vertical clearance at normal temperature is 155 feet at the center of the main suspension span and 135 feet at the boundaries of the 3,000 ft. navigation channel.

All suspension bridges are designed to move to accommodate wind, change in temperature, and weight. It is possible that the deck at center span could move as much as 35 feet (east or west) due to high winds. This would only happen under severe wind conditions. The deck would not swing or “sway” but rather move slowly in one direction based on the force and direction of the wind. After the wind subsides, the weight of the vehicles crossing would slowly move it back into center position.

The steel superstructure will support one ton per lineal foot per roadway (northbound or southbound). The length of the steel superstructure is 19,243 feet. Each direction will, therefore, support 19,243 tons. The answer is 38,486 tons (2 x 19,243 tons).

 

Facts & Figures

The Mackinac Bridge is currently the fifth longest suspension bridge in the world. The bridge opened to traffic on November 1, 1957. The following facts and figures are quoted from David Steinman’s book “Miracle Bridge at Mackinac”.

 

LENGTHS

Total Length of Bridge (5 Miles) : 26,372 Ft 8,038 Meters

Total Length of Steel Superstructure : 19,243 Ft. 5,865 Meters

Length of Suspension Bridge (including Anchorages) : 8,614 Ft. 8,614 Ft.

Total Length of North Approach : 7,129 Ft. : 2,173 Meters

Length of Main Span (between Main Towers) : 3,800 Ft. 1,158 Meters

 

HEIGHTS AND DEPTHS

Height of Main Towers above Water : 552 Ft 168.25 Meters

Maximum Depth to Rock at Midspan : Unknown Unknown

Maximum Depth of Water at Midspan : 295 Ft. 90 Meters

Maximum Depth of Tower Piers below Water : 210 Ft. 64 Meters

Height of Roadway above Water at Midspan : 199 Ft. 61 Meters

Underclearance at Midspan for Ships : 155 Ft. 47 Meters

Maximum Depth of Water at Piers : 142 Ft. 43 Meters

Maximum Depth of Piers Sunk through Overburden : 105 Ft. 32 Meters

 

CABLES

Total Length of Wire in Main Cables : 42,000 Miles 67,592 km

Maximum Tension in Each Cable : 16,000 Tons 14,515,995 kg

Number of Wires in Each Cable : 12,580

Weight of Cables : 11,840 Tons 10,741,067 kg

Diameter of Main Cables : 24 1/2 Inches 62.23 cm

Diameter of Each Wire : 0.196 Inches .498 cm

 

WEIGHTS

Total Weight of Bridge : 1,024,500 Tons 929,410,766 kg

Total Weight of Concrete : 931,000 Tons 844,589 kg

Total Weight of Substructure : 919,100 Tons 326,931,237 kg

Total Weight of Two Anchorages : 360,380 Tons 326,931,237 kg

Total Weight of Two Main Piers : 318,000 Tons 288,484,747 kg

Total Weight of Superstructure : 104,400 Tons 94,710,087 kg

Total Weight of Structural Steel : 71,300 Tons 64,682,272 kg

Weight of Steel in Each Main Tower : 6,500 Tons 5,896,701 kg

Total Weight of Cable Wire : 11,840 Tons 10,741,067 kg

Total Weight of Concrete Roadway : 6,660 Tons 6,041,850 kg

Total Weight of Reinforcing Steel : 3,700 Tons 3,356,584 kg

 

RIVETS AND BOLTS

Total Number of Steel Rivets : 4,851,700

Total Number of Steel Bolts : 1,016,600

 

DESIGN AND DETAIL DRAWINGS

Total Number of Engineering Drawings : 4,000

Total Number of Blueprints : 85,000

 

MEN EMPLOYED

Total, at the Bridge Site : 3,500

At Quarries, Shops, Mills, etc. : 7,500

Total Number of Engineers : 350

 

IMPORTANT DATES

Mackinac Bridge Authority Appointed : June, 1950

Board of Three Engineers Retained : June, 1950

Report of Board of Engineers : January, 1951

Financing and Construction Authorized by Legislature : April 30, 1952

D.B. Steinman Selected as Engineer : January, 1953

Preliminary Plans and Estimates Completed : March, 1953

Construction Contracts Negotiated : March, 1953

Bids Received for Sale of Bonds : December 17, 1953

Began Construction : May 7, 1954

Open to traffic : November 1, 1957

Formal dedication : June 25-28, 1958

50 millionth crossing : September 25, 1984

40th Anniversary Celebration : November 1, 1997

100 millionth crossing : June 25, 1998

 

In Memory Of

Forever Remembered

 

During the construction of the Mackinac Bridge in the 1950’s, five men unfortunately lost their lives.

One man died in a diving accident; one man fell in a caisson while welding; one man fell into the water and drowned; and two men fell from a temporary catwalk near the top of north tower.

The names of those five men (and the date of their deaths) are listed below.

Frank Pepper, Sept. 16, 1954

James R. LeSarge, Oct. 10, 1954

Albert Abbott, Oct. 25, 1954

Jack C. Baker, June 6, 1956

Robert Koppen, June 6, 1956

After the bridge was built and opened to traffic, one MBA maintenance worker lost his life. On August 7, 1997, Daniel Doyle, a bridge painter, fell from his painting platform and drowned in the Straits of Mackinac. His tragic and unfortunate death shocked everyone.

Dan and others who have lost their lives on the job are permanently honored by MDOT in the Clare Welcome Center located in Clare, Michigan. The Employee Memorial is a permanent tribute to highway workers all over Michigan who lost their lives along highways and bridges. The Clare memorial provides an opportunity to educate the public about the human cost of building and maintaining Michigan’s transportation system.

All six of these men will forever be remembered by many.

 

Prentiss M. Brown

1889-1973

Born in St. Ignace, Michigan, Mr. Brown Graduated from LaSalle High school in 1905, Albion College in 1911, and did post graduate work at the University of Illinois. Prentiss married Marion Walker, and practiced law with his father in the St. Ignace area. From 1932 to 1943 he served in the U.S. Congress and Senate. In 1950 Prentiss M. Brown was appointed to the Mackinac Bridge Authority and elected its first Chairman. Mr. Brown, with the assistance of fellow Authority members William Cochran, Murray Van Wagoner, and Charles Fisher, Jr., secured the financing for the Mackinac Bridge. Mr. Brown considered this to be one of his most rewarding accomplishments.

Prentiss M. Brown is well known for his struggle to get the Mackinac Bridge built over the Straits of Mackinac. Mr. Jack Carlisle, in a radio broadcast over WWJ radio station on February 22, 1954, told his listeners of Mr. Brown’s struggle. The transcript from Mr. Carlisle’s broadcast was later published in a newspaper and is as follows:

 

” After a 20-year fight which often seemed hopeless, there finally is going to be a five-mile bridge across the Straits of Mackinac. As one of the states most ambitious projects, it will link Michigan’s two peninsula’s. It will cost about $99 million. It is scheduled for completion in November, 1957.

The bridge project had many stalwart partisans. However, the project actually became a reality through the determination of one man – Prentiss M. Brown, Chairman of the Michigan Mackinac Bridge Authority. Brown, a former United States Senator and Chairman of the Board of the Detroit Edison Company, refused to accept defeat when it seemed inevitable. Prentiss M. Brown just wouldn’t stay licked.

His energetic determination to get the Mackinac Bridge financed is undoubtedly due to the fact that he was born and raised in the midst of a daily realization of the need for the bridge. Now 64 years old, Prentiss Brown spent a lifetime in his old home town of Saint Ignace, Michigan. He was once a bellhop at the old Astor Hotel on Mackinac Island. Probably the bridge idea would have died completely in the last year – if it had not been for an incident that happened to Brown 34 years ago. He was 30 years old then and a lawyer. He was scheduled to appear before the State Supreme Court in Lansing to argue a case.

Brown had to get across the Straits to catch a train at Mackinaw City. However, both of the ferry boats were stuck in the winter ice. He and another hardy voyager, who also had important business on the side of the Straits, hired a horse and a cutter. They started across the ice. They ran into ice hummocks ten feet high and had to send the cutter back to Saint Ignace. They proceeded on foot.

 

They ran into 50 acres of open water, like a big pond, and had to circle it. All in all, they hiked four miles across the ice. The wind was blowing up a small gale. It was snowing. By the time they had spent most of the day walking – well, they missed their train.

Brown said in a recollection today, “That bitter hike across the Straits made a lasting impression on me – for the need of a bridge across the Straits.”

Prentiss Brown never forgot. That is the reason that 20 years ago Brown became legal counsel for the first Mackinac Bridge Commission. Back in 1933 under Governor Comstock. And Prentiss worked for love. He would accept no money. Four years ago he became chairman of the Mackinac Bridge Authority. By 1952, it looked like the RFC woud finance the bridge across the Straits. Whereupon, a New York investment broker offered to organize a private syndicate in October, 1952, to do the financing.

He tried to float the Mackinac Bridge bonds in March and again in June, 1953. Both times he failed. As a matter of fact, it looked like the bridge project was a gone goose last June. For lack of financing. Due to the high cost of money. But Prentiss refused to stay licked. The project was revived on the New York bond market in November due to the increase in interest rates and the increase in traffic across the Straits.

 

It was only six days ago that a check for $98,500,000 to finance the Straits of Mackinac Bridge was put into Brown’s hands in New York. One hundred and fifty investment brokers underwrote the sale of revenue bonds for a commission pot of three million dollars.

Actually, the deal went through last year with just 13 days to spare before the offer of State maintenance for the bridge would have expired. In a four-year battle under Brown to get the bridge finance – this was a slim margin to win a victory.

Michigan will not soon forget the gallant fight of Prentiss M. Brown for the Straits of Mackinac Bridge.”

 

The Mackinac Bridge Authority has created a token in honor of Prentiss M. Brown. To view this and all other tokens visit Token Gift Packs / Medallion.

 

www.mackinacbridge.org/history/the-mighty-mac/

  

Ifive X2 Tablet PC Android 4.1 RK3188 Quad core 2GB 32GB 8.9 inch IPS Screen

 

Ifive Tablet PC develop and produce leading functional tablet PC products. Ifive Tablet PC is supported by numbers of the country's top quality material suppliers, strong and solid manufacturing team and consisting of experienced engineers in the purse of excellent product with high quality performance, stable functionality, trendy outlook, users friendly platform. "The pursuit of excellence with embracing sense of fashion" is the brand philosophy and basis of our product development and manufacturing criteria.

 

The FNF Ifive X2 is a wonderful quad-core tablet PC with high performance, powerful functions and stylish design. It adopts Android 4.1 OS, and is powered by Rockchip RK3188 Cortex-A9 quad-core 1.6GHz CPU, Mali-400 MP4 GPU and 2GB DDR3 RAM to ensure its running more stably. 8.9-inch 1920*1200 pixels IPS screen with full viewing angle and 10-point capacitive touch design will bring you exquisite visual enjoyment, and also make your operation more conveniently.

It supports WiFi, external 3G and Ethernet networks for surfing internet, and also supports wireless Bluetooth for data transmission. With a HDMI output, you can transfer the videos/photos in the tablet to your HDTV and share them with your families and friends. Besides, it has a 2.0MP front camera for self capturing and enjoying online video chat, and a 5.0MP back camera with auto focus for shooting interesting things and moments.

 

Model: Ifive X2 Tablet PC

Color: White

Shell Material: Aluminum alloy

Operating System: Android 4.1

CPU: Rockchip RK3188 Cortex-A9 quad-core 1.6GHz

GPU: Mali-400 MP4

RAM: 2GB DDR3

ROM (Nand Flash): 32GB

Expansion Memory: Support micro SD/TF card up to 32GB

Keyboard Type: Virtual keyboard

Input Mode: Handwritten and keyboard input

SIM Card: One SIM card one standby

 

Ifive X2 Display Screen

Screen Size: 8.9-inch

Screen Type: IPS, capacitive 10-point touch screen, 255PPI

Resolution: 1920*1200 pixels

Visible Angle: 178 degree

G-sensor: Support

 

Ifive X2 Data Connection

GPS Navigation: NO

Wi-Fi: Support, IEEE802.11b/g/n

3G: Not built-in, supports external USB 3G Dongle

Ethernet: Support external Ethernet Dongle

Bluetooth: Support Bluetooth V2.1(Support wireless Bluetooth for data transmission, support wireles Bluetooth mouse and keyboard for easy operation, and also support Bluetooth headset for listening to music)

USB: Support USB 2.0 high speed data transmission

 

Ifive X2 Main Functions

Camera: Dual camera, 2.0 million pixels front camera, 5.0 million pixels back camera with auto focus

Video Output: Support 1080P HDMI output

Audio Player: Support MP1, MP2, MP3, WMA, OGG, APE, FLAC, WAV, AC3, AAC, AMR, DTS, RA, M4A formats

Video Player: Support AVI, RM, RMVB, MKV, WMV, MOV, MP4, DAT(VCD format), VOB(DVD format), PMP, MPEG, MPG, FLV, ASF, TS, TP, 3GP, MPG formats

Image Browser: Support JPG, BMP, GIF, PNG formats

E-book: Support UMD, TXT, PDF, HTML, RTF, FB2 formats

Sound Recorder: Support, built-in microphone for long time sound recording

Flash: Support Flash 11.1

HTML5 Online Video: Support

Game: Support 3D gaming with built-in 3D accelerator

Office Software: Support Microsoft Office Word, Excel, Powerpoint

Android Market: Support

Other Applications: Browser, UC browser, Clock, Calendar, Calculator, Gallery, AppInstaller, WPS Office, Mobile QQ, Email, Gmail, etc

 

Ifive X2 Interfaces

Audio Interface: 1 * 3.5mm earphone jack

Video Interface: 1 * mini HDMI output

USB Interface: 1 * micro USB jack/OTG port

Memory Card Slot: 1 * TF card slot

 

Others

Speaker: Support, built-in speaker

Microphone: Support, built-in microphone

OTG Function: Support to connect USB mouse, USB keyboard, external 3G USB Dongle, U-disk, mobile HDD and other external USB devices

Battery Type: Built-in 3.7V 7000mAh rechargeable lithium battery

Work Time: Up to 5-7 hours

OSD Language: English, German, French, Italian, Spanish, Portuguese, Czech, Danish, Dutch, Norwegian, Polish, Roman, Latvian, Lithuanian, Slovakian, Slovenian, Finnish, Swedish, Greek, Hebrew, Indonesian, Malay, Vietnamese, Turkish, Russian, Ukrainian, Arabic, Thai, Korean, Japanese, Simplified Chinese, Traditional Chinese, etc.

 

Ifive X2 Package including:

1 * FNF ifive X2 Tablet PC

1 * USB Cable

1 * Power Adapter

1 * User Manual

A global train-the-trainer workshop on energy efficiency has been delivered in China (23-27 May), preparing the personnel needed to cascade knowledge on energy efficiency for ships and related efforts for mitigation of greenhouse gases (GHG) from national and international shipping.

 

The five-day intensive course was organized by the International Maritime Organization (IMO), within the framework of the Global Maritime Energy Efficiency Partnerships (GloMEEP) Project. The workshop was co-hosted by the China Maritime Safety Administration (China MSA) and Dalian Maritime University (DMU). The GloMEEP Project, aims to support increased uptake and implementation of energy-efficiency measures for shipping. China is one of the ten lead partner countries implementing the GloMEEP project.

 

The 30 participants on the course (including two from each GloMEEP lead partner country and ten further national participants from China) have undergone training in the art and techniques of knowledge transfer in a class room environment, particularly aimed at adult learners, alongside comprehensive technical training on energy efficient ship operation and the regulatory requirements,

 

Welcoming the trainers on the course, Dr. Jose Matheickal, Head of Integrated Technical Cooperation Programme Implementation and Major Projects, Marine Environment Division, IMO, referred to the challenges set by the Paris Climate Change Agreement to reduce greenhouse gas emissions and recalled that IMO has adopted mandatory energy-efficiency measures under the International Convention for the Prevention of Pollution (MARPOL) Annex VI. These regulations made mandatory the Energy Efficiency Design Index (EEDI) for certain types of new ships, and the Ship Energy Efficiency Management Plan (SEEMP) for all ships.

 

“We have a long way to go and the road ahead is challenging for many developing countries who may not have the necessary capacity to implement and enforce these measures. To increase the impact of these measures and to ensure that no one is left behind, we need to enhance the capacity in all countries in all aspects of implementation of MARPOL Annex VI. We need the capable trainers, such as you, who have been handpicked by your Governments to be the trainers of the future; we need universities such as Dalian Maritime University to sustain the momentum created through such activities by incorporating such training in their regular curriculum; we need students such as you who will get trained and use this information in your future maritime careers and to contribute to the efforts by sharing the knowledge to make informed choices and the right decisions. Collectively we can train the world so that collectively we can ensure the future of our planet,” Dr Matheickal said.

 

“I consider this activity to be a milestone event for IMO where we continue to build and strengthen the foundation for capacity building by growing the pool of trainers around the world. It shows the commitment of IMO to respond to the needs of our member States to support effective implementation of the international regulations on energy efficiency for ships,” commented Dr Stefan Micallef, Director of IMO’s Marine Environment Division.

 

The workshop was facilitated by international and national experts on ships’ energy efficiency and was coordinated by the Programme Coordination Unit of GloMEEP, led by Ms Astrid Dispert, Technical Advisor to the GloMEEP Project.

 

Photos can be downloaded here.

 

GloMEEP

GloMEEP is a GEF-UNDP-IMO project aimed at supporting the uptake and implementation of energy efficiency measures for shipping, thereby reducing greenhouse gas emissions from shipping. It supports ten Lead Pilot Countries of the project to implement the IMO-adopted measures, through:

1.Legal, policy and institutional reforms;

2.Awareness raising and capacity-building activities; and

3.Establishment of public-private partnerships to encourage technology transfer.

The Lead Pilot Countries (LPCs) of the GloMEEP Project are: Argentina, China, Georgia, India, Jamaica, Malaysia, Morocco, Panama, Philippines and South Africa.

 

Further information on GloMEEP can be found here.

 

The IMO Train the Trainer Course on Energy Efficient Ship Operation can be downloaded here. The six modules cover:

•Module 1: Climate change and the shipping response

•Module 2: IMO energy efficiency regulations and related guidelines

•Module 3: From management to operation

•Module 4: Ship board energy management

•Module 5: Ship port interface and energy efficiency

•Module 6: Energy management plans and systems

  

___________

 

IMO – the International Maritime Organization – is the United Nations specialized agency with responsibility for the safety and security of shipping and the prevention of pollution by ships.

 

Web site: www.imo.org

 

During emergencies, such as the on-going conflict in Myanmar/Burma, children face particular risks. The project run by Plan International therefore aimed to strengthen child protection mechanisms within the community, as well as within schools. It supported capacity-building of teachers and camp management committees in the areas of child rights and child protection. The active participation of children and adolescents, through children and youth clubs, was encouraged. Awareness-raising on girls' right to education and life-skills education for girls aimed to address the root causes of drop-out of girls.

 

© Kaung Htet for Plan International

Considered the Serengeti of India, Kaziranga is a land of swamps and marshes, grasslands and forests. It supports two-thirds of the world's great one-horned rhinoceroses and the highest density of tigers in all of India. It is a land of herbivores, with huge herds of elephants and deer intermixed with rhinos and water buffalo.

 

It is a last great wilderness, thriving along the flood plains of the mighty Brahmaputra. Yearly floods send all inhabitants into the highlands while the land is submerged and refreshed for the following years foraging. It is a place like few others, where one can truly be where the wild things roam.

Samsung Galaxy Note has a brilliant 5.3 (~285 ppi pixel density) inch Super AMOLED capacitive touchscreen with resolution of 800 x 1280 pixels and 16M colors combination. It has a superb 8 MP camera with resolution of 3264x2448 pixels having features LED flash, autofocus, Face Detection, Geo Tagging, and also a secondry 2 MP. It runs on a Dual-core 1.4GHz ARM Cortex-A9 proccessor, Mali-400MP GPU, Exynos chipset and 1 RAM internal memory is 16 with 32 external memory Support. It supports all major connectivity options like Bluetooth, GPRS, EDGE, WLAN, 3G with HSDPA, 21 Mbps; HSUPA, 5.76 Mbps. It also supports Organizer, Digital compass, Proximity sensor for auto turn-off features. Samsung Galaxy Note available in Black colour.

Intex has released the new Aqua-series smartphone named the Aqua Star 4G comes at a price of Rs. 6,499. The smartphone is featured with the iData Saver that is powered by Opera Max app which is created by Opera.

 

This feature supports the Intex Aqua Star 4G can decrease the data usage on pictures, browsing, and streaming up to 50 percent. The handset supports this feature particularly by watching heavy pictured AV apps like Instagram and YouTube.

Intex is the first Indian company that is used Opera Max’s feature in to its smartphone. Coming to the features of the Intex Aqua Star 4G smartphone, it supports a 5-inch HD IPS screen with a resolution of 720 x 1280 pixels, and is featured with a quad-core MediaTek MT6735P processor at a frequency of 1GHz. The Aqua Star 4G smartphone operates on Android 5.1 Lollipop out of the box, it comes with memory storage of 1GB of RAM, and an internal memory of 8GB that can be added through microSD card up to 32GB.

The Intex Aqua Star 4G smartphone bears the primary camera of 8 megapixels with LED flash, and a front camera of 2 megapixels which has inbuilt. The connectivity options that support the Aqua Star 4G are 3G, GPRS/EDGE, 4G, Wi-Fi 802.11 b/g/n, Micro-USB, and Bluetooth and other standard options. The Intex Aqua Star 4G smartphone comes with a battery power of 2000mAh. The Aqua Star 4G is available in three color variants: black, grey, and white.

The Mobile Business Head of the Intex Technology, Sanjay Kumar Kalirona has reported that, "With the massive demand and high usage of smartphones, data consumption has become the most critical aspect for the consumer. Considering this changing behaviour, Intex has partnered with Opera Max to give its tech savvy consumers a built-in data-saving feature to control data consumption and get the maximum out of their data plans."

The Senoir Vice President for products at Opera, Nitin Bhandari has reported that, "We are extremely delighted to partner with Intex and pleased that they chose our Opera Max compression technology to enhance their users' mobile experience."

For latest updates please tune in to our channel and we will appreciate you if you click the Like button on our Facebook page.

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Bangui (RCA), 16 février 2023 : Dans le cadre de son appui aux Forces de défense et de sécurité nationales, la MINUSCA, à travers le Service de l’action antimines des Nations Unies (UNMAS), a organisé, du 06 au 17 février 2023, une formation théorique et pratique sur l’utilisation des équipements de lutte contre les explosifs ainsi que sur les stratégies de déminage et destruction de munitions, à l’endroit d’une vingtaine d’éléments des Forces armées centrafricaines (FACA).

  

Bangui (CAR), 16 February 2023: As part of its support to the National Defence and Security Forces, MINUSCA, through the United Nations Mine Action Service (UNMAS), organised, from 6 to 17 February 2023, a theoretical and practical training course on the use of counter-explosive equipment as well as on demining and ammunition destruction strategies, for some twenty elements of the Central African Armed Forces (FACA)

GlobalFighter Typhoon FRG.3

a/c 7985, 1st Fighter Wing (1 or 2 Squadron - aircraft pooled with no unit badges, Royal Bahraini Air Force

Isa Air Base, Bahrain, July 2019

  

The 1950 Red Revolution in Britain and Europe dramatically changed the geopolitical situation in the Person Gulf. Britain, once a dominant imperial force in the region, was now represented by the exiled British Loyalists who had neither the will nor the means to provide diplomatic or military cover to its many protectorates. Threatened by their larger and more powerful neighbours (Iran and Saudi Arabia) and divided by their own rivalries, these protectorates turned to the United States to fill the gap left by Britain. This resulted in a series of treaties and declarations of independence through the early and mid-1950s underwritten by growing US power and influence in the region.

 

The island state of Bahrain declared its official independence from Britain on 15 August 1953. The Bahrain Defense Force established an Air Wing in 1958 and in 1960 its inventory included Bell OH-13E helicopters, Cessna O-1A Bird Dog light planes and 2 C-47B transports. The Air Wing’s first fighters were Indian-built F-86F Sabres. There were 2 fighter squadrons by 1970, one flying Northrop F-5A/B Freedom Fighters and the other Indian-built Mirage IIIEBHR/DBHRs. The F-5A/Bs were replaced by F-5E/Fs during the 1970s and these were replaced by F-20A/B Tigersharks during the 1980s (the surviving F-5A/Bs being sold to Turkey and the F-5E/Fs to Iraq). The Mirages were replaced by F-16A/B Block 15 Fighting Falcons in the ‘80s and were built by HAL in India. HAL upgraded the surviving F-16s (plus 16 ex-USAF F-16As to make up for attrition and to expand the fleet) to F-16AM/BM Block 20 MLU status during the 1990s. Later, the F-20A/Bs went through Singapore Aerospace’s Tigershark PLUS upgrade program, adding AIM-120 AMRAAM capability and the company’s own Grifo-F radar.

 

Bahrain selected the GlobalFighter Typhoon to replace the aging F-16s in 2009. 32 Tranche 3 Typhoon TFGR.3 (two-seat, combat-capable trainers) and FGR.4 (single-seat multi-role fighters) were acquired, the aircraft coming off HAL’s production line. The GlobalFighter Typhoon “swing-role” 4.5 generation fighter was developed and built by a consortium that included Australia, Brazil and India. Tranche 1 Typhoons entered service with all three nations in 1998, these aircraft being optimised for the air-to-air role and offering only an “austere” air-to-surface capability. Tranche 2 aircraft entered service in 2003, finally providing most of the long-promised advanced multirole features, including full integration of targeting and reconnaissance pods, a wide range of air-to-surface weapons and the fuselage-mounted PIRATE FLIR/IRST. More advances were introduced with Tranche 3, available from 2012, with the Tranche 2 planes being upgraded to Tranche 3 standards from 2016. Bahrain’s Typhoons were delivered between 2014 and 2019.

 

The Typhoon was selected in part to disperse Bahrain’s supply chain and to complement the Alttayaran Fi Alkhalij F-16G/H Al'alfiat Alssaqr (Arabic for Millenium Falcon) it had already ordered to replace the F-20s in 2004. A financial and technical partner of the Alttayaran Fi Alkhalij (Gulf Aviation) program since 1996, Bahrain was concerned by its perceived Pakistani domination and supported the establishment of the Al'alfiat Alssaqr In-Kingdom Final Assembly (AAIKFA) plant in Saudi Arabia, where all of Bahrain’s Al'alfiat Alssaqrs were assembled. This way, Bahrain could maintain its close relations with India while also supporting its fellow members of the Gulf Cooperation Council.

 

A member of the United Nations (UN) from the time of its independence, Bahrain mostly offered diplomatic and logistical support to UN operations during the 1950s, ‘60s and ‘70s, its operations being confined to local security tasks in the region of the Persian Gulf. It supported Iraq during the 1980-1990 Iran-Iraq Gulf War and actively engaged in the UN’s blockade of Iran during the course of the war. When that war ended with Iraq’s defeat and occupation by Iran, Bahrain was a committed member of the UN’s defensive Operation Desert Shield and the subsequent liberation of Iran (and of Kuwait, a neutral nation which had been occupied by the retreating Iraqi army in August 1990). While the F-20s conducted defensive counter-air operations, the F-16s were used for offensive fighter and bombing missions. The F-20s were active in the counter-insurgency (COIN) warfare that followed the UN liberation and occupation of Iraq. Meanwhile, the F-16s were devoted to UN operations over the Gulf and its enforcement of the Iranian blockade and of the no-fly zone (and later demilitarised and no-drive zones) established inside Iranian airspace and territory intended to secure UN activities in the region. A decades-long pattern of mounting COIN, air defence and Protective Reaction Strikes against Iran, its agents and a plethora of Sunni Jihadi groups throughout the Middle East continued into the 2020s; and by then, the Royal Bahraini Air Force (renamed in 1967) was flying combat missions over the Gulf, Iran, Iraq, Syria and Yemen with the Al'alfiat Alssaqr and Typhoon.

 

This GlobalFighter Typhoon FGR.4 is depicted as it was photographed in July 2019. It is armed with 4 AIM-120D AMRAAMs and 2 IR-guided ASRAAMs for counter-air combat. It carries a single GBU-12 Paveway II laser-guided bomb and 2 GBU-38 JDAM GPS/INS-guided bombs for air-to-surface combat. On the centreline pylon is an AN/AAQ-28(V7) RecceLite pod for intelligence, surveillance and reconnaissance work. It was photographed taking off in this configuration alongside its wingman, which had a similar loadout but with an AN/AAQ-28(V6) Litening SE targeting pod. The particulars of the pair’s mission remain classified, suffice to say that public information indicates that Bahraini Typhoons were involved with ongoing regional UN operations over the Gulf, Iran, Iraq and Syria and that missions were often subject to dynamic tasking.

Ifive X2 Tablet PC Android 4.1 RK3188 Quad core 2GB 32GB 8.9 inch IPS Screen

 

Ifive Tablet PC develop and produce leading functional tablet PC products. Ifive Tablet PC is supported by numbers of the country's top quality material suppliers, strong and solid manufacturing team and consisting of experienced engineers in the purse of excellent product with high quality performance, stable functionality, trendy outlook, users friendly platform. "The pursuit of excellence with embracing sense of fashion" is the brand philosophy and basis of our product development and manufacturing criteria.

 

The FNF Ifive X2 is a wonderful quad-core tablet PC with high performance, powerful functions and stylish design. It adopts Android 4.1 OS, and is powered by Rockchip RK3188 Cortex-A9 quad-core 1.6GHz CPU, Mali-400 MP4 GPU and 2GB DDR3 RAM to ensure its running more stably. 8.9-inch 1920*1200 pixels IPS screen with full viewing angle and 10-point capacitive touch design will bring you exquisite visual enjoyment, and also make your operation more conveniently.

It supports WiFi, external 3G and Ethernet networks for surfing internet, and also supports wireless Bluetooth for data transmission. With a HDMI output, you can transfer the videos/photos in the tablet to your HDTV and share them with your families and friends. Besides, it has a 2.0MP front camera for self capturing and enjoying online video chat, and a 5.0MP back camera with auto focus for shooting interesting things and moments.

 

Model: Ifive X2 Tablet PC

Color: White

Shell Material: Aluminum alloy

Operating System: Android 4.1

CPU: Rockchip RK3188 Cortex-A9 quad-core 1.6GHz

GPU: Mali-400 MP4

RAM: 2GB DDR3

ROM (Nand Flash): 32GB

Expansion Memory: Support micro SD/TF card up to 32GB

Keyboard Type: Virtual keyboard

Input Mode: Handwritten and keyboard input

SIM Card: One SIM card one standby

 

Ifive X2 Display Screen

Screen Size: 8.9-inch

Screen Type: IPS, capacitive 10-point touch screen, 255PPI

Resolution: 1920*1200 pixels

Visible Angle: 178 degree

G-sensor: Support

 

Ifive X2 Data Connection

GPS Navigation: NO

Wi-Fi: Support, IEEE802.11b/g/n

3G: Not built-in, supports external USB 3G Dongle

Ethernet: Support external Ethernet Dongle

Bluetooth: Support Bluetooth V2.1(Support wireless Bluetooth for data transmission, support wireles Bluetooth mouse and keyboard for easy operation, and also support Bluetooth headset for listening to music)

USB: Support USB 2.0 high speed data transmission

 

Ifive X2 Main Functions

Camera: Dual camera, 2.0 million pixels front camera, 5.0 million pixels back camera with auto focus

Video Output: Support 1080P HDMI output

Audio Player: Support MP1, MP2, MP3, WMA, OGG, APE, FLAC, WAV, AC3, AAC, AMR, DTS, RA, M4A formats

Video Player: Support AVI, RM, RMVB, MKV, WMV, MOV, MP4, DAT(VCD format), VOB(DVD format), PMP, MPEG, MPG, FLV, ASF, TS, TP, 3GP, MPG formats

Image Browser: Support JPG, BMP, GIF, PNG formats

E-book: Support UMD, TXT, PDF, HTML, RTF, FB2 formats

Sound Recorder: Support, built-in microphone for long time sound recording

Flash: Support Flash 11.1

HTML5 Online Video: Support

Game: Support 3D gaming with built-in 3D accelerator

Office Software: Support Microsoft Office Word, Excel, Powerpoint

Android Market: Support

Other Applications: Browser, UC browser, Clock, Calendar, Calculator, Gallery, AppInstaller, WPS Office, Mobile QQ, Email, Gmail, etc

 

Ifive X2 Interfaces

Audio Interface: 1 * 3.5mm earphone jack

Video Interface: 1 * mini HDMI output

USB Interface: 1 * micro USB jack/OTG port

Memory Card Slot: 1 * TF card slot

 

Others

Speaker: Support, built-in speaker

Microphone: Support, built-in microphone

OTG Function: Support to connect USB mouse, USB keyboard, external 3G USB Dongle, U-disk, mobile HDD and other external USB devices

Battery Type: Built-in 3.7V 7000mAh rechargeable lithium battery

Work Time: Up to 5-7 hours

OSD Language: English, German, French, Italian, Spanish, Portuguese, Czech, Danish, Dutch, Norwegian, Polish, Roman, Latvian, Lithuanian, Slovakian, Slovenian, Finnish, Swedish, Greek, Hebrew, Indonesian, Malay, Vietnamese, Turkish, Russian, Ukrainian, Arabic, Thai, Korean, Japanese, Simplified Chinese, Traditional Chinese, etc.

 

Ifive X2 Package including:

1 * FNF ifive X2 Tablet PC

1 * USB Cable

1 * Power Adapter

1 * User Manual

Anthropology major Lucia Anda logs recieved one of hundreds of loaner laptops provided by IT Support Services to support the campus's technology needs for virtual learning.

(Jason Halley/University Photographer/CSU, Chico)

Sankt Nikolai kyrka (Church of St. Nicholas), most commonly known as Storkyrkan (The Great Church) and Stockholms domkyrka (Stockholm Cathedral), is the oldest church in Gamla Stan, the old town in central Stockholm, Sweden. It is an important example of Swedish Brick Gothic.

 

Situated next to the Royal Palace, it forms the western end of Slottsbacken, the major approach to the Royal Palace, while the streets Storkyrkobrinken, Högvaktsterrassen, and Trångsund passes north and west of it respectively.

 

South of the church is the Stockholm Stock Exchange Building facing the Stortorget square and containing the Swedish Academy, Nobel Library, and Nobel Museum.

 

INTERIOR

 

The most famous of its treasures is the dramatic wooden statue of Saint George and the Dragon attributed to Bernt Notke (1489). The statue, commissioned to commemorate the Battle of Brunkeberg (1471), also serves as a reliquary, containing relics supposedly of Saint George and six other saints. Saint Blasius, Saint Germanus, Saint Leo, Saint Martinus, Saint Donatus och Saint Cyriacus A copy from the early 20th century is found on Österlånggatan just south of the church. The Saint George is a representative of Sten Sture, The dragon is the Danish King Christian I, and the Princess is Sweden.

 

The church also contains a copy of the oldest known image of Stockholm, the painting Vädersolstavlan ("The Sun Dog Painting"), a 1632 copy of a lost original from 1535. The painting was commissioned by the scholar and reformer Olaus Petri, a 19th-century statue of whom is found on the eastern side of the church. It depicts a halo display, e.g. sun dogs, which gives the painting its name and in the 16th century was interpreted as a presage.

 

The monumental pulpit is the work of Burchard Precht in 1698-1702 and is in a French Baroque style. It became the model for a number of other large pulpits in Sweden. From the rear of its lofty sounding board issues widely billowing dragery, in front of which hover two large winged genii on either side of a radiant sun bearing the Hebrew letters יהוה. The relief on the front of the pulpit itself depicts the story of the Canaanite woman (Matthew 15:21-28). The door of the pulpit is adorned with a relief of Christ's head, while its pediment is crowned by a statue of Hope with putti on either side. Below the memorial are the arms of the Funck family who bore the greater cost of the pulpit. Beneath the pulpit and surrounded by an iron railing lies the worn gravestone of Olaus Petri.

 

The view down the central aisle of the church is dominated on either side by the Royal Pews, one facing the other on either side of the central aisle. They were designed by the celebrated architect Nicodemus Tessin the Younger and made by Butchard Precht. Each consists of a large enclosed box with decorated sides and back. High above each of the Royal Pews is a large royal crown forming a canopy above it, supported by two genii in flowing mantles, and from which billow sculptured hangings behind the royal seat, while above hover numerous putti. The royal seats are themselves upholstered in blue velvet with rich applied embroidery.

 

The main altar--"The Silver Altar"—is a wooden triptych with an ebony veneer with sculptured reliefs in silver in ascending order of the Last Supper on the predella; a large depiction of the Crucifixion of Christ between silver statues of Moses and John the Baptist in niches with small silver columns on either side; of the Burial of Christ (between silver statues of the evangelists Matthew and Mark; of Christ's Harrowing of Hell (between statues of the evangelists John and Luke; and on the pediment at top of the triptych, a silver statue of the Risen Christ between two reclining soldiers.

 

On either side of the Silver Altar is a sculpture holding a candle, one of St. Nicholas (the patron of the church) and the other of St. Peter, both designed by G. Torhamn and carved in oak by the sculptor Herbst in 1937. The rose window above and behind the Silver Altar was made in Paris in the 1850s, the first of a series of modern stained windows in the church contributed by various donors. The Silver Altar and the rose window above it fill the wall space formerly occupied by the apse of the medieval chancel removed by Gustavus Vasa when he expanded the fortifications of the Tre Kronor Castle, while the statue of the Olaus Petri monument at the back exterior of the church stands on the site of the medieval high altar [Wikipedia.org]

Ifive X2 Tablet PC Android 4.1 RK3188 Quad core 2GB 32GB 8.9 inch IPS Screen

 

Ifive Tablet PC develop and produce leading functional tablet PC products. Ifive Tablet PC is supported by numbers of the country's top quality material suppliers, strong and solid manufacturing team and consisting of experienced engineers in the purse of excellent product with high quality performance, stable functionality, trendy outlook, users friendly platform. "The pursuit of excellence with embracing sense of fashion" is the brand philosophy and basis of our product development and manufacturing criteria.

 

The FNF Ifive X2 is a wonderful quad-core tablet PC with high performance, powerful functions and stylish design. It adopts Android 4.1 OS, and is powered by Rockchip RK3188 Cortex-A9 quad-core 1.6GHz CPU, Mali-400 MP4 GPU and 2GB DDR3 RAM to ensure its running more stably. 8.9-inch 1920*1200 pixels IPS screen with full viewing angle and 10-point capacitive touch design will bring you exquisite visual enjoyment, and also make your operation more conveniently.

It supports WiFi, external 3G and Ethernet networks for surfing internet, and also supports wireless Bluetooth for data transmission. With a HDMI output, you can transfer the videos/photos in the tablet to your HDTV and share them with your families and friends. Besides, it has a 2.0MP front camera for self capturing and enjoying online video chat, and a 5.0MP back camera with auto focus for shooting interesting things and moments.

 

Model: Ifive X2 Tablet PC

Color: White

Shell Material: Aluminum alloy

Operating System: Android 4.1

CPU: Rockchip RK3188 Cortex-A9 quad-core 1.6GHz

GPU: Mali-400 MP4

RAM: 2GB DDR3

ROM (Nand Flash): 32GB

Expansion Memory: Support micro SD/TF card up to 32GB

Keyboard Type: Virtual keyboard

Input Mode: Handwritten and keyboard input

SIM Card: One SIM card one standby

 

Ifive X2 Display Screen

Screen Size: 8.9-inch

Screen Type: IPS, capacitive 10-point touch screen, 255PPI

Resolution: 1920*1200 pixels

Visible Angle: 178 degree

G-sensor: Support

 

Ifive X2 Data Connection

GPS Navigation: NO

Wi-Fi: Support, IEEE802.11b/g/n

3G: Not built-in, supports external USB 3G Dongle

Ethernet: Support external Ethernet Dongle

Bluetooth: Support Bluetooth V2.1(Support wireless Bluetooth for data transmission, support wireles Bluetooth mouse and keyboard for easy operation, and also support Bluetooth headset for listening to music)

USB: Support USB 2.0 high speed data transmission

 

Ifive X2 Main Functions

Camera: Dual camera, 2.0 million pixels front camera, 5.0 million pixels back camera with auto focus

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Video Player: Support AVI, RM, RMVB, MKV, WMV, MOV, MP4, DAT(VCD format), VOB(DVD format), PMP, MPEG, MPG, FLV, ASF, TS, TP, 3GP, MPG formats

Image Browser: Support JPG, BMP, GIF, PNG formats

E-book: Support UMD, TXT, PDF, HTML, RTF, FB2 formats

Sound Recorder: Support, built-in microphone for long time sound recording

Flash: Support Flash 11.1

HTML5 Online Video: Support

Game: Support 3D gaming with built-in 3D accelerator

Office Software: Support Microsoft Office Word, Excel, Powerpoint

Android Market: Support

Other Applications: Browser, UC browser, Clock, Calendar, Calculator, Gallery, AppInstaller, WPS Office, Mobile QQ, Email, Gmail, etc

 

Ifive X2 Interfaces

Audio Interface: 1 * 3.5mm earphone jack

Video Interface: 1 * mini HDMI output

USB Interface: 1 * micro USB jack/OTG port

Memory Card Slot: 1 * TF card slot

 

Others

Speaker: Support, built-in speaker

Microphone: Support, built-in microphone

OTG Function: Support to connect USB mouse, USB keyboard, external 3G USB Dongle, U-disk, mobile HDD and other external USB devices

Battery Type: Built-in 3.7V 7000mAh rechargeable lithium battery

Work Time: Up to 5-7 hours

OSD Language: English, German, French, Italian, Spanish, Portuguese, Czech, Danish, Dutch, Norwegian, Polish, Roman, Latvian, Lithuanian, Slovakian, Slovenian, Finnish, Swedish, Greek, Hebrew, Indonesian, Malay, Vietnamese, Turkish, Russian, Ukrainian, Arabic, Thai, Korean, Japanese, Simplified Chinese, Traditional Chinese, etc.

 

Ifive X2 Package including:

1 * FNF ifive X2 Tablet PC

1 * USB Cable

1 * Power Adapter

1 * User Manual

Sankt Nikolai kyrka (Church of St. Nicholas), most commonly known as Storkyrkan (The Great Church) and Stockholms domkyrka (Stockholm Cathedral), is the oldest church in Gamla Stan, the old town in central Stockholm, Sweden. It is an important example of Swedish Brick Gothic.

 

Situated next to the Royal Palace, it forms the western end of Slottsbacken, the major approach to the Royal Palace, while the streets Storkyrkobrinken, Högvaktsterrassen, and Trångsund passes north and west of it respectively.

 

South of the church is the Stockholm Stock Exchange Building facing the Stortorget square and containing the Swedish Academy, Nobel Library, and Nobel Museum.

 

INTERIOR

 

The most famous of its treasures is the dramatic wooden statue of Saint George and the Dragon attributed to Bernt Notke (1489). The statue, commissioned to commemorate the Battle of Brunkeberg (1471), also serves as a reliquary, containing relics supposedly of Saint George and six other saints. Saint Blasius, Saint Germanus, Saint Leo, Saint Martinus, Saint Donatus och Saint Cyriacus A copy from the early 20th century is found on Österlånggatan just south of the church. The Saint George is a representative of Sten Sture, The dragon is the Danish King Christian I, and the Princess is Sweden.

 

The church also contains a copy of the oldest known image of Stockholm, the painting Vädersolstavlan ("The Sun Dog Painting"), a 1632 copy of a lost original from 1535. The painting was commissioned by the scholar and reformer Olaus Petri, a 19th-century statue of whom is found on the eastern side of the church. It depicts a halo display, e.g. sun dogs, which gives the painting its name and in the 16th century was interpreted as a presage.

 

The monumental pulpit is the work of Burchard Precht in 1698-1702 and is in a French Baroque style. It became the model for a number of other large pulpits in Sweden. From the rear of its lofty sounding board issues widely billowing dragery, in front of which hover two large winged genii on either side of a radiant sun bearing the Hebrew letters יהוה. The relief on the front of the pulpit itself depicts the story of the Canaanite woman (Matthew 15:21-28). The door of the pulpit is adorned with a relief of Christ's head, while its pediment is crowned by a statue of Hope with putti on either side. Below the memorial are the arms of the Funck family who bore the greater cost of the pulpit. Beneath the pulpit and surrounded by an iron railing lies the worn gravestone of Olaus Petri.

 

The view down the central aisle of the church is dominated on either side by the Royal Pews, one facing the other on either side of the central aisle. They were designed by the celebrated architect Nicodemus Tessin the Younger and made by Butchard Precht. Each consists of a large enclosed box with decorated sides and back. High above each of the Royal Pews is a large royal crown forming a canopy above it, supported by two genii in flowing mantles, and from which billow sculptured hangings behind the royal seat, while above hover numerous putti. The royal seats are themselves upholstered in blue velvet with rich applied embroidery.

 

The main altar--"The Silver Altar"—is a wooden triptych with an ebony veneer with sculptured reliefs in silver in ascending order of the Last Supper on the predella; a large depiction of the Crucifixion of Christ between silver statues of Moses and John the Baptist in niches with small silver columns on either side; of the Burial of Christ (between silver statues of the evangelists Matthew and Mark; of Christ's Harrowing of Hell (between statues of the evangelists John and Luke; and on the pediment at top of the triptych, a silver statue of the Risen Christ between two reclining soldiers.

 

On either side of the Silver Altar is a sculpture holding a candle, one of St. Nicholas (the patron of the church) and the other of St. Peter, both designed by G. Torhamn and carved in oak by the sculptor Herbst in 1937. The rose window above and behind the Silver Altar was made in Paris in the 1850s, the first of a series of modern stained windows in the church contributed by various donors. The Silver Altar and the rose window above it fill the wall space formerly occupied by the apse of the medieval chancel removed by Gustavus Vasa when he expanded the fortifications of the Tre Kronor Castle, while the statue of the Olaus Petri monument at the back exterior of the church stands on the site of the medieval high altar [Wikipedia.org]

Longbridge Mill is a restored water mill situated on the River Loddon in the village of Sherfield on Loddon in the English county of Hampshire. The mill is now incorporated into a public house and restaurant, but is still occasionally used for demonstration millings.

 

There is evidence that a mill existed on this site 800 years ago, one of many on the river Loddon. However the building you see now is more likely of 15th century origin and the granary, now incorporated in the inn, was added in the 16th century. At the height of its success, 'Lodgridge Mill' at 'Shirefield-upon-Loddon,' was a major industry in the area with two water-wheels powering four sets of milling stones. There is still a working mill on the site today.

 

A watermill is a structure that uses a water wheel or turbine to drive a mechanical process such as flour, lumber or textile production, or metal shaping (rolling, grinding or wire drawing). There are two basic types of watermills, one powered by a vertical waterwheel through a gearing mechanism, and the other equipped with a horizontal waterwheel without such a mechanism. The former type can be further divided, depending on where the water hits the wheel paddles, into undershot, overshot, breastshot and pitchback (backshot or reverse shot) waterwheel mills. Other types of water mills include tide mills and ship mills.

 

The River Loddon is a river in the English counties of Berkshire and Hampshire. It is a tributary of the River Thames, rising within the urban area of Basingstoke and flowing to meet the Thames near the village of Wargrave. The river has a total length of 28 miles (45 km) and, together with its tributaries, drains an area of 400 square miles (1,036 km2).

 

Historically, the river has been important for milling, and the channel has been modified by the creation of mill ponds, weirs and sluices. Most of the mills used water wheels to generate their power, although two used water turbines. One was a silk mill for a short period, and one was a paper mill, with the rest milling corn or producing flour such as this mill. Several have been converted to become homes or hotels, but this one is still operated on an occasional basis. The river has been used for navigation in the past, although its exact nature is unclear.

 

The river is an important resource for wild life. Former gravel workings have become Loddon Nature Reserve and Dinton Pastures Country Park. A section of it is a designated Site of Special Scientific Interest due to rare populations of bulbs and pondweed. It supports several species of fish, and recent improvements have included the provision of a fish bypass, to enable migrating fish to move around the mill site at Arborfield. The scheme has been implemented to comply with the Water Framework Directive and is expected to be a benchmark for similar schemes on other rivers.

 

en.wikipedia.org/wiki/Longbridge_Mill

 

www.vintageinn.co.uk/thelongbridgemillsherfieldonloddon/

 

en.wikipedia.org/wiki/Water_mill

 

en.wikipedia.org/wiki/River_Loddon

It's been nearly six years to the day since I made this photograph. The original is the same name, of course. I thought it ironic, and somewhat interesting that time and date posted is so very near today's date.

 

The camera I used to make this photograph was the Treo 650, an early smartphone made by Palm, which used the PalmOS.

 

As can be seen in the EXIF data, I used Adobe PhotoShop Creative Suite 5 to manipulate the image. And, I'd like to address the subject "manipulate." While the word has negative connotations, the primary definition of word means to "handle or control (a tool, mechanism, etc.), typically in a skillful manner."

 

Often, however, when folks hear the word "PhotoShop," they think of some change to the photograph that alters it so, that it no longer resembles the original, or is a radical departure from the object as envisioned by the photographer.

 

While PS and other applications can be so used - and have been - I have come to appreciate the tool itself for several reasons, not the least of which is that the camera (tool) I used to capture the scene didn't actually see, or render the scene as I envisioned it, or saw it. Matter of fact, for all the fancy cameras, processes, tools & techniques that have ever existed, there is none that has even come close to the remarkable ability and capacity of the human eye.

 

Again, I think it's equally important to acknowledge that art itself - and photography is an art, and art form - is a subjective matter, wherein every viewer and creative person has a personal preference, likes and dislikes. And so, because art is largely subjective in nature, there is an equally broad latitude given to the creative individual in the creative process.

 

If nothing else, the product produced represents an investment of the creator's time, vision and money, and should be given the respect for those three things at the very least.

 

Now... if you're interested in the tech specs of the Treo, here's a brief overview:

"The Treo 650 smart phone by Palm is a hybrid PDA/cellphone that was introduced late in 2004. This device has a 312 MHz Intel X-Scale PXA270 processor, making it almost the equal of a full-sized desktop computer of a decade ago. It supports phone, e-mail, Web access and multimedia applications, including video.The Treo 650 comes equipped with a 320x320 TFT backlit display, which makes it possible to view photos, web pages and e-mails when outdoors in daylight. Photos are in 16-bit color with a maximum VGA resolution of 0.3 megapixels, and there is a 2X zoom feature built in. Bluetooth capacity is built in for headsets and some other devices, but wireless is not included. You can listen to MP3 music on the Treo, but it requires a memory card, sold separately. The Treo 650's VersaMail wireless e-mail system is considered one of its strong points. The simple setup wizard allows you to send and receive e-mail from as many as eight IMAP or POP3 accounts. Early versions of the 650 displayed some problems with the 32-bit memory, but that was remedied with a 128-MB digital memory card.The Treo is available as a dual-band digital CDMA phone or as a GSM quad-band world phone. The directory holds thousands of listings, and entering them is relatively easy with the backlit QWERTY keyboard. The Treo has speakerphone, speed dial, conference calling and caller ID, and an on-screen dial pad. Plenty of programs are included, and there is a wide range of software available for customization."

A new shipping option introduced by Australia post. It costs pretty much the same as Registered but it has added online tracking too.

 

For now it supports only US and NZ.

This innovative system brings clean, affordable and reliable electricity to remote communities, improving their livelihoods. It supports education and small businesses, it improves access to drinking water, and it enables fisherman to refrigerate their catches.

 

©UNDP in the Pacific/ Ildiko Hamos

 

The Manilla railway viaduct is an iconic landmark for the township of Manilla and is historically significant to the community of the broader Tamworth region.

However, its future is under threat. Demolition is imminent, only public support can sway the State Government and we need your help !

The Manilla viaduct is a stunning example of rail heritage which should be saved for future generations. It is a link to our past, it is a tourist attraction and it supports community projects such as the Tamworth Regional Rail Trail.

Its very existence contributes significantly to the character of Manilla.

Tamworth Local Member, Kevin Anderson MP has spoken with the NSW Minister for Transport and has put a stop to any immediate plans to destroy the structure.

 

Local Member Kevin Anderson has stated:

One is born from a woman, ends up in Earth.

 

Hinduism accords the respect these deserve.

 

A woman is called Gruha Lakshmi, one who brings Prosperity to Home.

 

Tamil calls her Illal, one who owns/rules the Home.

 

Similarly Earth is given the respect it deserves for it supports from Birth to Death.

 

Earth is eulogized as Mother and there are Vedic Sukthas in praise of the Earth, Bho Suktham.

 

There is Neela Suktham, Neela is considered to be the consort of Lord Vishnu.

 

Such being the case, there is no wonder in Hinduism calling the Sanctum Sanctorum of a Temple as Garbha Gruha, Gharbha meaning The Womb and Gruha, the Home.

 

Tamil calls The Gharbhagriha as Karuvarai, meaning ‘where the Foetus stays’

 

One’s first Home is the womb.

A Hindu temple consists of an inner sanctum, thegarbha griha or womb-chamber, where the primary idol or deity is housed along with Purusa. The garbhagriha is crowned by a tower-like Shikhara, also called the Vimana. The architecture includes an ambulatory for parikrama(circumambulation), a congregation hall, and sometimes an antechamber and porch.

 

The Hindu temple architecture reflects a synthesis of arts, the ideals of dharma, beliefs, values and the way of life cherished under Hinduism. It is a link between man, deities, and the Universal Purusa in a sacred space.

 

In ancient Indian texts, a temple is a place for Tirtha – pilgrimage.It is a sacred site whose ambience and design attempts to symbolically condense the ideal tenets of Hindu way of life. All the cosmic elements that create and celebrate life in Hindu pantheon, are present in a Hindu temple – from fire to water, from images of nature to deities, from the feminine to the masculine, from kama to artha, from the fleeting sounds and incense smells to Purusha – the eternal nothingness yet universality – is part of a Hindu temple architecture.

Garbhagriha or Garbha gruha (garbha gṛha) (Sanskrit: गर्भगॄह) is the sanctum sanctorum, the innermost sanctum of a Hindu templewhere resides the murti (idol or icon) of the primary deity of the temple. Literally the word means “womb chamber”, from the Sanskritwords garbha for womb and griha for house. Only ‘priests’ (pujari) are allowed to enter this chamber.

 

Although the term is often associated with Hindu temples, it is also found in Jain and Buddhist temples…

 

In temples with a spire or vimana, this chamber is placed directly underneath it, and the two of them form the main vertical axis of the temple. These together may be understood to represent the axis of the world through Mount Meru. The garbha griham is usually also on the main horizontal axis of the temple which generally is an east-west axis. In those temples where there is also a cross-axis, the garbha gṛha is generally at their intersection.

 

Generally the garbhagriha is a windowless and sparsely lit chamber, intentionally created thus to focus the devotee’s mind on the tangible form of the divine within it. Entrance to the garbha grha may be restricted to priests who perform the services there…

 

In the Dravida style, the garbhagriha took the form of a miniature vimana with other features exclusive to southern Indian temple architecture such as the inner wall together with the outer wall creating a pradakshina around the garbhagriha. The entrance is highly decorated. The inner garbhagriha or shrine became a separate structure, more elaborately adorned over time.

 

More often garbhagriha is square and sits on a plinth, its location calculated to be a point of total equilibrium and harmony as it is representative of a microcosm of the Universe. In the centre is placed the image of the deity.

 

But sometimes, for the temples of feminine deities, the garbagriha is rectangular. For example in the temple of Varahi Deula in Chaurasi.

 

The present structure of most of these temples is a two-storeyed vimana with a square garbhagriha and a surrounding circumambulatory path, an ardha-mandapa and a narrower maha-mandapa.

 

en.wikipedia.org/wiki/Garbhagriha

 

en.wikipedia.org/wiki/Hindu_temple_architecture

 

Natarja , Chidambaram Plan Image Credit. natarjatemplechidambaram.blogspot.in/

 

On our day trip to the Great Barrier Reef on our holiday in Australia, July 25, 2014 Queensland, Australia.

 

It would have been wonderful to have been able to gone snorkelling but I am claustrophobic so couldn't. We did go in the submarine they have that goes under water to look at the corals and fish which was great but the glass was all scratched up so the photos didn't turn out too well.

 

The Great Barrier Reef is the world's largest coral reef system composed of over 2,900 individual reefs and 900 islands stretching for over 2,300 kilometres (1,400 mi) over an area of approximately 344,400 square kilometres (133,000 sq mi). The reef is located in the Coral Sea, off the coast of Queensland, Australia.

 

The Great Barrier Reef can be seen from outer space and is the world's biggest single structure made by living organisms. This reef structure is composed of and built by billions of tiny organisms, known as coral polyps. It supports a wide diversity of life and was selected as a World Heritage Site in 1981. CNN labelled it one of the seven natural wonders of the world. The Queensland National Trust named it a state icon of Queensland.

 

A large part of the reef is protected by the Great Barrier Reef Marine Park, which helps to limit the impact of human use, such as fishing and tourism. Other environmental pressures on the reef and its ecosystem include runoff, climate change accompanied by mass coral bleaching, and cyclic population outbreaks of the crown-of-thorns starfish. According to a study published in October 2012 by the Proceedings of the National Academy of Sciences, the reef has lost more than half its coral cover since 1985.

 

The Great Barrier Reef has long been known to and used by the Aboriginal Australian and Torres Strait Islander peoples, and is an important part of local groups' cultures and spirituality. The reef is a very popular destination for tourists, especially in the Whitsunday Islands and Cairns regions. Tourism is an important economic activity for the region, generating over $3 billion per year.

 

The Great Barrier Reef supports a diversity of life, including many vulnerable or endangered species, some of which may be endemic to the reef system.It is one of the seven wonders of the natural world. It is larger than the Great Wall of China and the only living thing on earth visible from space.

For More Info: en.wikipedia.org/wiki/Great_Barrier_Reef

EDIT: NOW ON CUUSOO ! If you like it, support and make it a set!

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