View allAll Photos Tagged Waterlogging,
Introduced, warm-season, short-lived perennial, prostrate to semi-erect legume with a shallow taproot. Leaves have 2 asymmetrical, obovate to rounded leaflets, each 12-35 mm long. Flowerheads consist of 1-2 flowers in the leaf axils,
each with 5 symmetrically arranged yellow petals. Pods are linear, flat, sparsely to very hairy and 35-40 mm long. Flowering is in the warmer months. A native of North and South America, it is sown for
grazing and naturalized in frost free areas. It is suited to free-draining, lower fertility, acid soils
and cannot tolerate heavy soils or waterlogging. Not recommended for fertile soils. Frost can limit spread. Wynn is the only sown cultivar. Seeds germinate and establish quickly and plants can rapidly grow and spread. Produces good weight gains in cattle, but old stems
have low feed value. It has low palatability for cattle during the growing season and is not readily grazed until grass quality
has declined sufficiently in autumn. It is not grazed by horses. Grazing management should aim to limit selective grazing during the growing season and maintain plants in a low radiating growth habit. Short
duration heavy grazing with appropriate rest periods is best to achieve this. Grazing periods can be extended in winter in frost free areas when grasses
are dormant. In areas with heavy frosts grazing should occur before first frost to avoid total leaf loss. Continuous heavy grazing leads to a decline in companion grasses, dominance by round-leafed
cassia and invasion by weeds.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
The N11 carriageway runs adjacent to this sunken side of the riverbank -- barely 2 (large) paces divide the two. Even with twin strips of Armco along the roadside, it's perilously close. Traffic speeds along this stretch (maximum speed 100 kmp). Only needs a touch from a heavy veicle to cause secondary impact, which (worst possible scenario) could result in something going airborne.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank.
River Dargle Flood Defence Scheme.
These images were taken during the second week of September 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? The following sequences show how the guys reinforced the river bed/bank: spreading out, and stitching in a membrane, layout out wire creels, filled with medium sized stones, welded shut, and laid out in grids, particularly the sections alongside the road/bank side.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
We managed to get to the Lake District for the Easter weekend. We were open at work on Good Friday so I had to be in at work for a couple of hours and didn’t set off until 9.00am. We had a quick café stop and then jumped on the M62. It took us until 2.00pm to get to Langdale. We crawled up the M61 and M6, reminding me why we used to avoid Bank Holiday traffic. Although staying in Ambleside we drove to Langdale to get a couple of hours walking in. Langdale was packed but we found a place to park at the foot of the pass up to Blea Tarn. We headed up Pike of Blisco – against a steady stream of walkers descending at this time in the afternoon. I didn’t bother taking photos to any great extent, it wasn’t great light, windy and the appalling weekend forecast had depressed me – this was supposed to be the best day and it was nearly over. After a nice settled spell, possibly the first in the north of England this winter (now officially British Summertime) heavy rain and gales were coming our way apparently.
Each morning I studied the maps trying to second guess the light, wind and crowds. On Saturday it was initially dry, much to our surprise, we parked in Coniston and set off up Walna Scar Road. It’s a long steep drag to the top of the pass, the cloud was down and thick, the wind was getting extreme as we got higher – and we didn’t see a soul! We were heading over Brown Pike onto Dow Crag, we weren’t likely to get lost on a ridge. By now it was raining hard and the wind was making staying upright difficult. We slid off the rocky summit of Dow Crag on our backsides, the safest way. We dropped on to Goats Hause, the wind was screaming through and but I guessed there would be some shelter if we headed for the Old Man of Coniston. We met the first person of the day here, arriving at the summit just before him. There was still winter snow on north facing slopes but the wind wasn’t as bad as Dow Crag. It was grim, 30 metre visibility and there was very little point in staying on the tops as originally planned. Jayne was up for heading straight down the tourist track through the quarries. We have only ever ascended it before but we set off down at a trot, passing some fell runners along the way. There was a steady stream of Easter trippers heading up and judging by the questions we were asked on the way down they had little idea of what they were heading in to or how far they were from the summit, and all in appalling conditions. Lower down it was quite calm and many had little idea of the severity of the conditions on the tops. The countryside was rapidly waterlogging again after the belated dry spell.
Sunday brought more very heavy rain and gales on the tops. What looked like snow had accumulated on high ground overnight. It was actually several inches of hail and was horrible underfoot, like small wet marbles but trapping a lot of water on the lower slopes below the freezing line. We parked at Patterdale and walked across slopes that the recent floods had wreaked havoc on, with a lot of remedial work to be done this summer. The plan was to get to Boardale Hause and decide whether to go high – over Place Fell – or head in to Boardale and stay low by doing a circuit of Place Fell. It was raining hard and there was a howling gale but it was behind us, the cloud had lifted a bit so we went high. The summit plateau was a nightmare, covered in slippy, wet, slushy hail with the wind nearly blowing us over. We went north straight over the top and down the other side, the top was in thick cloud but the lower slopes were clear and we legged it off the fell, descending by Scalehow Force waterfall, which was in fine form with the heavy rain. We followed the path above the shores of Ullswater back to Patterdale. Another wet walk.
Monday saw us parked a mile or so south of yesterday’s parking place in Patterdale at Bridgend. With the weather being bad people weren’t out early, even on a bank holiday, so we didn’t have a problem parking. There wasn’t a plan, we were just making it up. Today looked promising, Storm Katie was battering the rest of the country but missed the north for a change. The tops were wintry, again it was hail accumulations not snow, on the high ground it was on very old lying snow and very difficult on steep descents. We decided to take the steady slopes of Hartsop above How to Hart Crag, on to Fairfield and then hopefully over Cofa Pike on to St Sunday Crag, Birks and finally Arnison Crag. This was just less than ten miles and it turned out to be a very tough five hours, exhausting, particularly after the three previous days. A large coastguard helicopter circled us repeatedly and finally landed on the path we were following to Hart Crag, we assumed it was on an exercise. The ground was frozen above 2500 feet and walking was easier as the snow/hail was load bearing and we could yomp on a bit. It was like midwinter with frequent squally whiteouts blasting in. The wind would pick up first lifting the frozen hail in a frozen spindrift that bounced along several feet high blasting our faces, this was followed by, what was more like frozen drizzle than snow, fine, but hard, we could feel it through our clothes it came at us that hard. I decided that we would head straight over Cofa Pike to St Sunday. A mistake with hindsight. The lake of footprints was the first bad sign but we were committed. We lived to tell the tale but Jayne had a bit of a near miss. The crag down to Cofa is steep and it was covered in hail on old snow, the layer of hail was shearing away from the underlying snow and we had to go down on out backsides, keeping a tight grip as we went. At one point Jayne failed to arrest a slide that was above a steep and deep drop. I had hold of her from a position in front of her and to her left and I was fairly well anchored so I felt in control and was sure of the outcome. From her point of view it was frightening and it subdued her for the rest of the walk. She had also ripped the outer lining of her Paramo waterproof trousers as well. Considering that we were going downhill it was hard going, every step a slip or a slide, with the underlying grass saturated and a thin layer of hail it was an unpleasant walk off the fell. At the end of Arnison Crag we took a pathless shortcut – that we swore we would never use again years ago – to save around twenty minutes of walking. This was the only day I had the camera out all day and had to cover it with a dryliner bag whenever a heavy shower came in. I also broke the lens hood. We drove to Keswick for afternoon coffee and toast at Brysons. The new Paramo store across the square was the next stop for new trousers. These Paramos had cost £85 14 years ago and they have just brought a new model out. We had two choices, The old model was reduced to…..£85 – after 14 years we could pay the same price or we could return the old trousers - cleaned – and get a £50 voucher towards the new model, which are £135, or £85 with the voucher. The old ones were ¾ of a mile away in the car – unwashed – so we bought the old model. Needless to say we had a couple of drinks in the Golden Rule in Ambleside every night before our tea.
River Dargle Flood Defence Scheme.
These images were taken during the second week of September 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? The following sequences show how the guys reinforced the river bed/bank: spreading out, and stitching in a membrane, layout out wire creels, filled with medium sized stones, welded shut, and laid out in grids, particularly the sections alongside the road/bank side.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
The N11 carriageway runs adjacent to this sunken side of the riverbank -- barely 2 (large) paces divide the two. Even with twin strips of Armco along the roadside, it's perilously close. Traffic speeds along this stretch (maximum speed 100 kmp). Only needs a touch from a heavy veicle to cause secondary impact, which (worst possible scenario) could result in something going airborne.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
We managed to get to the Lake District for the Easter weekend. We were open at work on Good Friday so I had to be in at work for a couple of hours and didn’t set off until 9.00am. We had a quick café stop and then jumped on the M62. It took us until 2.00pm to get to Langdale. We crawled up the M61 and M6, reminding me why we used to avoid Bank Holiday traffic. Although staying in Ambleside we drove to Langdale to get a couple of hours walking in. Langdale was packed but we found a place to park at the foot of the pass up to Blea Tarn. We headed up Pike of Blisco – against a steady stream of walkers descending at this time in the afternoon. I didn’t bother taking photos to any great extent, it wasn’t great light, windy and the appalling weekend forecast had depressed me – this was supposed to be the best day and it was nearly over. After a nice settled spell, possibly the first in the north of England this winter (now officially British Summertime) heavy rain and gales were coming our way apparently.
Each morning I studied the maps trying to second guess the light, wind and crowds. On Saturday it was initially dry, much to our surprise, we parked in Coniston and set off up Walna Scar Road. It’s a long steep drag to the top of the pass, the cloud was down and thick, the wind was getting extreme as we got higher – and we didn’t see a soul! We were heading over Brown Pike onto Dow Crag, we weren’t likely to get lost on a ridge. By now it was raining hard and the wind was making staying upright difficult. We slid off the rocky summit of Dow Crag on our backsides, the safest way. We dropped on to Goats Hause, the wind was screaming through and but I guessed there would be some shelter if we headed for the Old Man of Coniston. We met the first person of the day here, arriving at the summit just before him. There was still winter snow on north facing slopes but the wind wasn’t as bad as Dow Crag. It was grim, 30 metre visibility and there was very little point in staying on the tops as originally planned. Jayne was up for heading straight down the tourist track through the quarries. We have only ever ascended it before but we set off down at a trot, passing some fell runners along the way. There was a steady stream of Easter trippers heading up and judging by the questions we were asked on the way down they had little idea of what they were heading in to or how far they were from the summit, and all in appalling conditions. Lower down it was quite calm and many had little idea of the severity of the conditions on the tops. The countryside was rapidly waterlogging again after the belated dry spell.
Sunday brought more very heavy rain and gales on the tops. What looked like snow had accumulated on high ground overnight. It was actually several inches of hail and was horrible underfoot, like small wet marbles but trapping a lot of water on the lower slopes below the freezing line. We parked at Patterdale and walked across slopes that the recent floods had wreaked havoc on, with a lot of remedial work to be done this summer. The plan was to get to Boardale Hause and decide whether to go high – over Place Fell – or head in to Boardale and stay low by doing a circuit of Place Fell. It was raining hard and there was a howling gale but it was behind us, the cloud had lifted a bit so we went high. The summit plateau was a nightmare, covered in slippy, wet, slushy hail with the wind nearly blowing us over. We went north straight over the top and down the other side, the top was in thick cloud but the lower slopes were clear and we legged it off the fell, descending by Scalehow Force waterfall, which was in fine form with the heavy rain. We followed the path above the shores of Ullswater back to Patterdale. Another wet walk.
Monday saw us parked a mile or so south of yesterday’s parking place in Patterdale at Bridgend. With the weather being bad people weren’t out early, even on a bank holiday, so we didn’t have a problem parking. There wasn’t a plan, we were just making it up. Today looked promising, Storm Katie was battering the rest of the country but missed the north for a change. The tops were wintry, again it was hail accumulations not snow, on the high ground it was on very old lying snow and very difficult on steep descents. We decided to take the steady slopes of Hartsop above How to Hart Crag, on to Fairfield and then hopefully over Cofa Pike on to St Sunday Crag, Birks and finally Arnison Crag. This was just less than ten miles and it turned out to be a very tough five hours, exhausting, particularly after the three previous days. A large coastguard helicopter circled us repeatedly and finally landed on the path we were following to Hart Crag, we assumed it was on an exercise. The ground was frozen above 2500 feet and walking was easier as the snow/hail was load bearing and we could yomp on a bit. It was like midwinter with frequent squally whiteouts blasting in. The wind would pick up first lifting the frozen hail in a frozen spindrift that bounced along several feet high blasting our faces, this was followed by, what was more like frozen drizzle than snow, fine, but hard, we could feel it through our clothes it came at us that hard. I decided that we would head straight over Cofa Pike to St Sunday. A mistake with hindsight. The lake of footprints was the first bad sign but we were committed. We lived to tell the tale but Jayne had a bit of a near miss. The crag down to Cofa is steep and it was covered in hail on old snow, the layer of hail was shearing away from the underlying snow and we had to go down on out backsides, keeping a tight grip as we went. At one point Jayne failed to arrest a slide that was above a steep and deep drop. I had hold of her from a position in front of her and to her left and I was fairly well anchored so I felt in control and was sure of the outcome. From her point of view it was frightening and it subdued her for the rest of the walk. She had also ripped the outer lining of her Paramo waterproof trousers as well. Considering that we were going downhill it was hard going, every step a slip or a slide, with the underlying grass saturated and a thin layer of hail it was an unpleasant walk off the fell. At the end of Arnison Crag we took a pathless shortcut – that we swore we would never use again years ago – to save around twenty minutes of walking. This was the only day I had the camera out all day and had to cover it with a dryliner bag whenever a heavy shower came in. I also broke the lens hood. We drove to Keswick for afternoon coffee and toast at Brysons. The new Paramo store across the square was the next stop for new trousers. These Paramos had cost £85 14 years ago and they have just brought a new model out. We had two choices, The old model was reduced to…..£85 – after 14 years we could pay the same price or we could return the old trousers - cleaned – and get a £50 voucher towards the new model, which are £135, or £85 with the voucher. The old ones were ¾ of a mile away in the car – unwashed – so we bought the old model. Needless to say we had a couple of drinks in the Golden Rule in Ambleside every night before our tea.
Today was probably the worst day I've had so far. It started with 3 hours worth of sleep, and then went to a torrential downpour that I had to walk through to get my lunch (which was made wrong). The rain was so bad that it soaked through my bookbag, waterlogging the bottoms of my notebooks AND getting my precious macbook soaked. The mac is alive and well, but it was still a heart-stopping moment for me. Then after my classes I was going to go to an open job interview, but traffic made me 5 minutes late and it wouldn't look professional to walk in late. So yeah, my day sucked but whatever it happens. Hopefully tomorrow will be significantly better.
Introduced warm-season perennial tufted to shortly rhizomatous C4 grass; stems are branching, ascending to erect and to 100 cm tall. Leaves are 2-13 mm wide, 3-30 cm long and green to blue-green. Flowerheads are cylindrical spike-like contracted panicles up to 15 cm long and usually purplish when young. Spikelets are surrounded by bristles that form a soft burr and which fall with the spikelets at maturity. Burrs are 12 mm long, with one bristle longer than the others and bristles are antrorsely barbed; inner bristles are hairy in the lower part and fused only at the base forming a short disc. Flowers from late spring to autumn. A native of the northern hemisphere, it is sometimes sown as a pasture and is commonly a weed of sandy areas; also occurs on sandy loams to clay loams. Most common on the Plains and western edges of the Slopes. Seeds are difficult to sow and but it is very persistent summer-growing species which is not suited to short-term pastures as it is difficult to remove. Prefers well-drained soils and does not tolerate prolonged flooding or waterlogging. Very drought tolerant and responds quickly to rain, but requires fertile soils for production and is frost sensitive. Moderately palatable, but causes big head in horses. May out compete native pastures and is a weed of roadsides.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
We managed to get to the Lake District for the Easter weekend. We were open at work on Good Friday so I had to be in at work for a couple of hours and didn’t set off until 9.00am. We had a quick café stop and then jumped on the M62. It took us until 2.00pm to get to Langdale. We crawled up the M61 and M6, reminding me why we used to avoid Bank Holiday traffic. Although staying in Ambleside we drove to Langdale to get a couple of hours walking in. Langdale was packed but we found a place to park at the foot of the pass up to Blea Tarn. We headed up Pike of Blisco – against a steady stream of walkers descending at this time in the afternoon. I didn’t bother taking photos to any great extent, it wasn’t great light, windy and the appalling weekend forecast had depressed me – this was supposed to be the best day and it was nearly over. After a nice settled spell, possibly the first in the north of England this winter (now officially British Summertime) heavy rain and gales were coming our way apparently.
Each morning I studied the maps trying to second guess the light, wind and crowds. On Saturday it was initially dry, much to our surprise, we parked in Coniston and set off up Walna Scar Road. It’s a long steep drag to the top of the pass, the cloud was down and thick, the wind was getting extreme as we got higher – and we didn’t see a soul! We were heading over Brown Pike onto Dow Crag, we weren’t likely to get lost on a ridge. By now it was raining hard and the wind was making staying upright difficult. We slid off the rocky summit of Dow Crag on our backsides, the safest way. We dropped on to Goats Hause, the wind was screaming through and but I guessed there would be some shelter if we headed for the Old Man of Coniston. We met the first person of the day here, arriving at the summit just before him. There was still winter snow on north facing slopes but the wind wasn’t as bad as Dow Crag. It was grim, 30 metre visibility and there was very little point in staying on the tops as originally planned. Jayne was up for heading straight down the tourist track through the quarries. We have only ever ascended it before but we set off down at a trot, passing some fell runners along the way. There was a steady stream of Easter trippers heading up and judging by the questions we were asked on the way down they had little idea of what they were heading in to or how far they were from the summit, and all in appalling conditions. Lower down it was quite calm and many had little idea of the severity of the conditions on the tops. The countryside was rapidly waterlogging again after the belated dry spell.
Sunday brought more very heavy rain and gales on the tops. What looked like snow had accumulated on high ground overnight. It was actually several inches of hail and was horrible underfoot, like small wet marbles but trapping a lot of water on the lower slopes below the freezing line. We parked at Patterdale and walked across slopes that the recent floods had wreaked havoc on, with a lot of remedial work to be done this summer. The plan was to get to Boardale Hause and decide whether to go high – over Place Fell – or head in to Boardale and stay low by doing a circuit of Place Fell. It was raining hard and there was a howling gale but it was behind us, the cloud had lifted a bit so we went high. The summit plateau was a nightmare, covered in slippy, wet, slushy hail with the wind nearly blowing us over. We went north straight over the top and down the other side, the top was in thick cloud but the lower slopes were clear and we legged it off the fell, descending by Scalehow Force waterfall, which was in fine form with the heavy rain. We followed the path above the shores of Ullswater back to Patterdale. Another wet walk.
Monday saw us parked a mile or so south of yesterday’s parking place in Patterdale at Bridgend. With the weather being bad people weren’t out early, even on a bank holiday, so we didn’t have a problem parking. There wasn’t a plan, we were just making it up. Today looked promising, Storm Katie was battering the rest of the country but missed the north for a change. The tops were wintry, again it was hail accumulations not snow, on the high ground it was on very old lying snow and very difficult on steep descents. We decided to take the steady slopes of Hartsop above How to Hart Crag, on to Fairfield and then hopefully over Cofa Pike on to St Sunday Crag, Birks and finally Arnison Crag. This was just less than ten miles and it turned out to be a very tough five hours, exhausting, particularly after the three previous days. A large coastguard helicopter circled us repeatedly and finally landed on the path we were following to Hart Crag, we assumed it was on an exercise. The ground was frozen above 2500 feet and walking was easier as the snow/hail was load bearing and we could yomp on a bit. It was like midwinter with frequent squally whiteouts blasting in. The wind would pick up first lifting the frozen hail in a frozen spindrift that bounced along several feet high blasting our faces, this was followed by, what was more like frozen drizzle than snow, fine, but hard, we could feel it through our clothes it came at us that hard. I decided that we would head straight over Cofa Pike to St Sunday. A mistake with hindsight. The lake of footprints was the first bad sign but we were committed. We lived to tell the tale but Jayne had a bit of a near miss. The crag down to Cofa is steep and it was covered in hail on old snow, the layer of hail was shearing away from the underlying snow and we had to go down on out backsides, keeping a tight grip as we went. At one point Jayne failed to arrest a slide that was above a steep and deep drop. I had hold of her from a position in front of her and to her left and I was fairly well anchored so I felt in control and was sure of the outcome. From her point of view it was frightening and it subdued her for the rest of the walk. She had also ripped the outer lining of her Paramo waterproof trousers as well. Considering that we were going downhill it was hard going, every step a slip or a slide, with the underlying grass saturated and a thin layer of hail it was an unpleasant walk off the fell. At the end of Arnison Crag we took a pathless shortcut – that we swore we would never use again years ago – to save around twenty minutes of walking. This was the only day I had the camera out all day and had to cover it with a dryliner bag whenever a heavy shower came in. I also broke the lens hood. We drove to Keswick for afternoon coffee and toast at Brysons. The new Paramo store across the square was the next stop for new trousers. These Paramos had cost £85 14 years ago and they have just brought a new model out. We had two choices, The old model was reduced to…..£85 – after 14 years we could pay the same price or we could return the old trousers - cleaned – and get a £50 voucher towards the new model, which are £135, or £85 with the voucher. The old ones were ¾ of a mile away in the car – unwashed – so we bought the old model. Needless to say we had a couple of drinks in the Golden Rule in Ambleside every night before our tea.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
We managed to get to the Lake District for the Easter weekend. We were open at work on Good Friday so I had to be in at work for a couple of hours and didn’t set off until 9.00am. We had a quick café stop and then jumped on the M62. It took us until 2.00pm to get to Langdale. We crawled up the M61 and M6, reminding me why we used to avoid Bank Holiday traffic. Although staying in Ambleside we drove to Langdale to get a couple of hours walking in. Langdale was packed but we found a place to park at the foot of the pass up to Blea Tarn. We headed up Pike of Blisco – against a steady stream of walkers descending at this time in the afternoon. I didn’t bother taking photos to any great extent, it wasn’t great light, windy and the appalling weekend forecast had depressed me – this was supposed to be the best day and it was nearly over. After a nice settled spell, possibly the first in the north of England this winter (now officially British Summertime) heavy rain and gales were coming our way apparently.
Each morning I studied the maps trying to second guess the light, wind and crowds. On Saturday it was initially dry, much to our surprise, we parked in Coniston and set off up Walna Scar Road. It’s a long steep drag to the top of the pass, the cloud was down and thick, the wind was getting extreme as we got higher – and we didn’t see a soul! We were heading over Brown Pike onto Dow Crag, we weren’t likely to get lost on a ridge. By now it was raining hard and the wind was making staying upright difficult. We slid off the rocky summit of Dow Crag on our backsides, the safest way. We dropped on to Goats Hause, the wind was screaming through and but I guessed there would be some shelter if we headed for the Old Man of Coniston. We met the first person of the day here, arriving at the summit just before him. There was still winter snow on north facing slopes but the wind wasn’t as bad as Dow Crag. It was grim, 30 metre visibility and there was very little point in staying on the tops as originally planned. Jayne was up for heading straight down the tourist track through the quarries. We have only ever ascended it before but we set off down at a trot, passing some fell runners along the way. There was a steady stream of Easter trippers heading up and judging by the questions we were asked on the way down they had little idea of what they were heading in to or how far they were from the summit, and all in appalling conditions. Lower down it was quite calm and many had little idea of the severity of the conditions on the tops. The countryside was rapidly waterlogging again after the belated dry spell.
Sunday brought more very heavy rain and gales on the tops. What looked like snow had accumulated on high ground overnight. It was actually several inches of hail and was horrible underfoot, like small wet marbles but trapping a lot of water on the lower slopes below the freezing line. We parked at Patterdale and walked across slopes that the recent floods had wreaked havoc on, with a lot of remedial work to be done this summer. The plan was to get to Boardale Hause and decide whether to go high – over Place Fell – or head in to Boardale and stay low by doing a circuit of Place Fell. It was raining hard and there was a howling gale but it was behind us, the cloud had lifted a bit so we went high. The summit plateau was a nightmare, covered in slippy, wet, slushy hail with the wind nearly blowing us over. We went north straight over the top and down the other side, the top was in thick cloud but the lower slopes were clear and we legged it off the fell, descending by Scalehow Force waterfall, which was in fine form with the heavy rain. We followed the path above the shores of Ullswater back to Patterdale. Another wet walk.
Monday saw us parked a mile or so south of yesterday’s parking place in Patterdale at Bridgend. With the weather being bad people weren’t out early, even on a bank holiday, so we didn’t have a problem parking. There wasn’t a plan, we were just making it up. Today looked promising, Storm Katie was battering the rest of the country but missed the north for a change. The tops were wintry, again it was hail accumulations not snow, on the high ground it was on very old lying snow and very difficult on steep descents. We decided to take the steady slopes of Hartsop above How to Hart Crag, on to Fairfield and then hopefully over Cofa Pike on to St Sunday Crag, Birks and finally Arnison Crag. This was just less than ten miles and it turned out to be a very tough five hours, exhausting, particularly after the three previous days. A large coastguard helicopter circled us repeatedly and finally landed on the path we were following to Hart Crag, we assumed it was on an exercise. The ground was frozen above 2500 feet and walking was easier as the snow/hail was load bearing and we could yomp on a bit. It was like midwinter with frequent squally whiteouts blasting in. The wind would pick up first lifting the frozen hail in a frozen spindrift that bounced along several feet high blasting our faces, this was followed by, what was more like frozen drizzle than snow, fine, but hard, we could feel it through our clothes it came at us that hard. I decided that we would head straight over Cofa Pike to St Sunday. A mistake with hindsight. The lake of footprints was the first bad sign but we were committed. We lived to tell the tale but Jayne had a bit of a near miss. The crag down to Cofa is steep and it was covered in hail on old snow, the layer of hail was shearing away from the underlying snow and we had to go down on out backsides, keeping a tight grip as we went. At one point Jayne failed to arrest a slide that was above a steep and deep drop. I had hold of her from a position in front of her and to her left and I was fairly well anchored so I felt in control and was sure of the outcome. From her point of view it was frightening and it subdued her for the rest of the walk. She had also ripped the outer lining of her Paramo waterproof trousers as well. Considering that we were going downhill it was hard going, every step a slip or a slide, with the underlying grass saturated and a thin layer of hail it was an unpleasant walk off the fell. At the end of Arnison Crag we took a pathless shortcut – that we swore we would never use again years ago – to save around twenty minutes of walking. This was the only day I had the camera out all day and had to cover it with a dryliner bag whenever a heavy shower came in. I also broke the lens hood. We drove to Keswick for afternoon coffee and toast at Brysons. The new Paramo store across the square was the next stop for new trousers. These Paramos had cost £85 14 years ago and they have just brought a new model out. We had two choices, The old model was reduced to…..£85 – after 14 years we could pay the same price or we could return the old trousers - cleaned – and get a £50 voucher towards the new model, which are £135, or £85 with the voucher. The old ones were ¾ of a mile away in the car – unwashed – so we bought the old model. Needless to say we had a couple of drinks in the Golden Rule in Ambleside every night before our tea.
Introduced, yearlong-green, perennial, densely tufted grass to 1.5 m tall. Stem bases are flattened and often white.
Leaves are broad, hairless and bluish green in colour; new leaves are folded. Flowerheads are erect, 1-sided, tightly contracted panicles when they first emerge; the branches spreading at maturity. A native of Europe, it is sown in pastures and naturalised along roadsides. Tolerant of acid soils (to pHCaCl2 4.0), and high exchangeable aluminium, it is often sown in these areas. Not tolerant of waterlogging. Productive, but marginally lower quality than either phalaris or tall fescue. More tolerant of acid, lower fertility soils than other sown temperate grasses, but also responds to fertiliser.
There are a range of varieties with different management requirements. Avoid bulky grass growth of summer active varieties during summer and autumn to maintain quality.
Heavy close grazing with sheep will kill plants, especially summer active varieties. Strategic grazing and spelling is important; set stocking through summer is not recommended.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium on safety and communication.
I particularly like the clever way in which the operator of the ‘Hitachi - Zaxis 130 LCN’ excavator is able to ‘slide’ laterally along the pipes without the need to crab sideways on the tracks.
Barton Aerodrome is an airport in Barton-upon-Irwell, Eccles, Greater Manchester, England, 5 nautical miles west of Manchester. Formerly known as City Airport and City Airport Manchester, It is known by the Civil Aviation Authority (CAA) as Manchester/Barton and rebranded as Manchester Barton Aerodrome on 3rd April 2023.
The United Kingdom's first purpose-built municipal airport, it has four grass runways. The airfield operates Tuesday - Sunday, from 9 am BST until 6 p.m. or sunset (whichever earlier) for fixed-wing aircraft. Commercial, private, military, police and air ambulance helicopters can operate in the hours of darkness by arrangement.
The airport serves as an important reliever airport for Manchester Airport. It is also used as a refuelling stop for light aircraft and helicopters. It lies on the edge of Chat Moss and the aircraft movements area suffers from occasional periods of waterlogging, restricting fixed wing operations. Works to improve drainage on the airfield have seen some success in reducing the number of closures. It has a CAA Ordinary Licence (Number P886) that allows flights for the public transport of passengers or for flying instruction as authorised by the licensee, City Airport Limited. The aerodrome is not licensed for night use.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
River Dargle Flood Defence Scheme.
These images were taken during the third week of October 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium on safety and communication.
I particularly like the clever way in which the operator of the ‘Hitachi - Zaxis 130 LCN’ excavator is able to ‘slide’ laterally along the pipes without the need to crab sideways on the tracks.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium on safety and communication.
I particularly like the clever way in which the operator of the ‘Hitachi - Zaxis 130 LCN’ excavator is able to ‘slide’ laterally along the pipes without the need to crab sideways on the tracks.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
We managed to get to the Lake District for the Easter weekend. We were open at work on Good Friday so I had to be in at work for a couple of hours and didn’t set off until 9.00am. We had a quick café stop and then jumped on the M62. It took us until 2.00pm to get to Langdale. We crawled up the M61 and M6, reminding me why we used to avoid Bank Holiday traffic. Although staying in Ambleside we drove to Langdale to get a couple of hours walking in. Langdale was packed but we found a place to park at the foot of the pass up to Blea Tarn. We headed up Pike of Blisco – against a steady stream of walkers descending at this time in the afternoon. I didn’t bother taking photos to any great extent, it wasn’t great light, windy and the appalling weekend forecast had depressed me – this was supposed to be the best day and it was nearly over. After a nice settled spell, possibly the first in the north of England this winter (now officially British Summertime) heavy rain and gales were coming our way apparently.
Each morning I studied the maps trying to second guess the light, wind and crowds. On Saturday it was initially dry, much to our surprise, we parked in Coniston and set off up Walna Scar Road. It’s a long steep drag to the top of the pass, the cloud was down and thick, the wind was getting extreme as we got higher – and we didn’t see a soul! We were heading over Brown Pike onto Dow Crag, we weren’t likely to get lost on a ridge. By now it was raining hard and the wind was making staying upright difficult. We slid off the rocky summit of Dow Crag on our backsides, the safest way. We dropped on to Goats Hause, the wind was screaming through and but I guessed there would be some shelter if we headed for the Old Man of Coniston. We met the first person of the day here, arriving at the summit just before him. There was still winter snow on north facing slopes but the wind wasn’t as bad as Dow Crag. It was grim, 30 metre visibility and there was very little point in staying on the tops as originally planned. Jayne was up for heading straight down the tourist track through the quarries. We have only ever ascended it before but we set off down at a trot, passing some fell runners along the way. There was a steady stream of Easter trippers heading up and judging by the questions we were asked on the way down they had little idea of what they were heading in to or how far they were from the summit, and all in appalling conditions. Lower down it was quite calm and many had little idea of the severity of the conditions on the tops. The countryside was rapidly waterlogging again after the belated dry spell.
Sunday brought more very heavy rain and gales on the tops. What looked like snow had accumulated on high ground overnight. It was actually several inches of hail and was horrible underfoot, like small wet marbles but trapping a lot of water on the lower slopes below the freezing line. We parked at Patterdale and walked across slopes that the recent floods had wreaked havoc on, with a lot of remedial work to be done this summer. The plan was to get to Boardale Hause and decide whether to go high – over Place Fell – or head in to Boardale and stay low by doing a circuit of Place Fell. It was raining hard and there was a howling gale but it was behind us, the cloud had lifted a bit so we went high. The summit plateau was a nightmare, covered in slippy, wet, slushy hail with the wind nearly blowing us over. We went north straight over the top and down the other side, the top was in thick cloud but the lower slopes were clear and we legged it off the fell, descending by Scalehow Force waterfall, which was in fine form with the heavy rain. We followed the path above the shores of Ullswater back to Patterdale. Another wet walk.
Monday saw us parked a mile or so south of yesterday’s parking place in Patterdale at Bridgend. With the weather being bad people weren’t out early, even on a bank holiday, so we didn’t have a problem parking. There wasn’t a plan, we were just making it up. Today looked promising, Storm Katie was battering the rest of the country but missed the north for a change. The tops were wintry, again it was hail accumulations not snow, on the high ground it was on very old lying snow and very difficult on steep descents. We decided to take the steady slopes of Hartsop above How to Hart Crag, on to Fairfield and then hopefully over Cofa Pike on to St Sunday Crag, Birks and finally Arnison Crag. This was just less than ten miles and it turned out to be a very tough five hours, exhausting, particularly after the three previous days. A large coastguard helicopter circled us repeatedly and finally landed on the path we were following to Hart Crag, we assumed it was on an exercise. The ground was frozen above 2500 feet and walking was easier as the snow/hail was load bearing and we could yomp on a bit. It was like midwinter with frequent squally whiteouts blasting in. The wind would pick up first lifting the frozen hail in a frozen spindrift that bounced along several feet high blasting our faces, this was followed by, what was more like frozen drizzle than snow, fine, but hard, we could feel it through our clothes it came at us that hard. I decided that we would head straight over Cofa Pike to St Sunday. A mistake with hindsight. The lake of footprints was the first bad sign but we were committed. We lived to tell the tale but Jayne had a bit of a near miss. The crag down to Cofa is steep and it was covered in hail on old snow, the layer of hail was shearing away from the underlying snow and we had to go down on out backsides, keeping a tight grip as we went. At one point Jayne failed to arrest a slide that was above a steep and deep drop. I had hold of her from a position in front of her and to her left and I was fairly well anchored so I felt in control and was sure of the outcome. From her point of view it was frightening and it subdued her for the rest of the walk. She had also ripped the outer lining of her Paramo waterproof trousers as well. Considering that we were going downhill it was hard going, every step a slip or a slide, with the underlying grass saturated and a thin layer of hail it was an unpleasant walk off the fell. At the end of Arnison Crag we took a pathless shortcut – that we swore we would never use again years ago – to save around twenty minutes of walking. This was the only day I had the camera out all day and had to cover it with a dryliner bag whenever a heavy shower came in. I also broke the lens hood. We drove to Keswick for afternoon coffee and toast at Brysons. The new Paramo store across the square was the next stop for new trousers. These Paramos had cost £85 14 years ago and they have just brought a new model out. We had two choices, The old model was reduced to…..£85 – after 14 years we could pay the same price or we could return the old trousers - cleaned – and get a £50 voucher towards the new model, which are £135, or £85 with the voucher. The old ones were ¾ of a mile away in the car – unwashed – so we bought the old model. Needless to say we had a couple of drinks in the Golden Rule in Ambleside every night before our tea.
River Dargle Flood Defence Scheme.
These images were taken during the third week of October 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
The N11 carriageway runs adjacent to this sunken side of the riverbank -- barely 2 (large) paces divide the two. Even with twin strips of Armco along the roadside, it's perilously close. Traffic speeds along this stretch (maximum speed 100 kmp). Only needs a touch from a heavy veicle to cause secondary impact, which (worst possible scenario) could result in something going airborne.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
Soybeans on the Texas A&M AgriLife Research farm near Bushland were delayed and damaged by repeated rainfall events and waterlogging. (Texas A&M AgriLife photo by Kay Ledbetter)
We managed to get to the Lake District for the Easter weekend. We were open at work on Good Friday so I had to be in at work for a couple of hours and didn’t set off until 9.00am. We had a quick café stop and then jumped on the M62. It took us until 2.00pm to get to Langdale. We crawled up the M61 and M6, reminding me why we used to avoid Bank Holiday traffic. Although staying in Ambleside we drove to Langdale to get a couple of hours walking in. Langdale was packed but we found a place to park at the foot of the pass up to Blea Tarn. We headed up Pike of Blisco – against a steady stream of walkers descending at this time in the afternoon. I didn’t bother taking photos to any great extent, it wasn’t great light, windy and the appalling weekend forecast had depressed me – this was supposed to be the best day and it was nearly over. After a nice settled spell, possibly the first in the north of England this winter (now officially British Summertime) heavy rain and gales were coming our way apparently.
Each morning I studied the maps trying to second guess the light, wind and crowds. On Saturday it was initially dry, much to our surprise, we parked in Coniston and set off up Walna Scar Road. It’s a long steep drag to the top of the pass, the cloud was down and thick, the wind was getting extreme as we got higher – and we didn’t see a soul! We were heading over Brown Pike onto Dow Crag, we weren’t likely to get lost on a ridge. By now it was raining hard and the wind was making staying upright difficult. We slid off the rocky summit of Dow Crag on our backsides, the safest way. We dropped on to Goats Hause, the wind was screaming through and but I guessed there would be some shelter if we headed for the Old Man of Coniston. We met the first person of the day here, arriving at the summit just before him. There was still winter snow on north facing slopes but the wind wasn’t as bad as Dow Crag. It was grim, 30 metre visibility and there was very little point in staying on the tops as originally planned. Jayne was up for heading straight down the tourist track through the quarries. We have only ever ascended it before but we set off down at a trot, passing some fell runners along the way. There was a steady stream of Easter trippers heading up and judging by the questions we were asked on the way down they had little idea of what they were heading in to or how far they were from the summit, and all in appalling conditions. Lower down it was quite calm and many had little idea of the severity of the conditions on the tops. The countryside was rapidly waterlogging again after the belated dry spell.
Sunday brought more very heavy rain and gales on the tops. What looked like snow had accumulated on high ground overnight. It was actually several inches of hail and was horrible underfoot, like small wet marbles but trapping a lot of water on the lower slopes below the freezing line. We parked at Patterdale and walked across slopes that the recent floods had wreaked havoc on, with a lot of remedial work to be done this summer. The plan was to get to Boardale Hause and decide whether to go high – over Place Fell – or head in to Boardale and stay low by doing a circuit of Place Fell. It was raining hard and there was a howling gale but it was behind us, the cloud had lifted a bit so we went high. The summit plateau was a nightmare, covered in slippy, wet, slushy hail with the wind nearly blowing us over. We went north straight over the top and down the other side, the top was in thick cloud but the lower slopes were clear and we legged it off the fell, descending by Scalehow Force waterfall, which was in fine form with the heavy rain. We followed the path above the shores of Ullswater back to Patterdale. Another wet walk.
Monday saw us parked a mile or so south of yesterday’s parking place in Patterdale at Bridgend. With the weather being bad people weren’t out early, even on a bank holiday, so we didn’t have a problem parking. There wasn’t a plan, we were just making it up. Today looked promising, Storm Katie was battering the rest of the country but missed the north for a change. The tops were wintry, again it was hail accumulations not snow, on the high ground it was on very old lying snow and very difficult on steep descents. We decided to take the steady slopes of Hartsop above How to Hart Crag, on to Fairfield and then hopefully over Cofa Pike on to St Sunday Crag, Birks and finally Arnison Crag. This was just less than ten miles and it turned out to be a very tough five hours, exhausting, particularly after the three previous days. A large coastguard helicopter circled us repeatedly and finally landed on the path we were following to Hart Crag, we assumed it was on an exercise. The ground was frozen above 2500 feet and walking was easier as the snow/hail was load bearing and we could yomp on a bit. It was like midwinter with frequent squally whiteouts blasting in. The wind would pick up first lifting the frozen hail in a frozen spindrift that bounced along several feet high blasting our faces, this was followed by, what was more like frozen drizzle than snow, fine, but hard, we could feel it through our clothes it came at us that hard. I decided that we would head straight over Cofa Pike to St Sunday. A mistake with hindsight. The lake of footprints was the first bad sign but we were committed. We lived to tell the tale but Jayne had a bit of a near miss. The crag down to Cofa is steep and it was covered in hail on old snow, the layer of hail was shearing away from the underlying snow and we had to go down on out backsides, keeping a tight grip as we went. At one point Jayne failed to arrest a slide that was above a steep and deep drop. I had hold of her from a position in front of her and to her left and I was fairly well anchored so I felt in control and was sure of the outcome. From her point of view it was frightening and it subdued her for the rest of the walk. She had also ripped the outer lining of her Paramo waterproof trousers as well. Considering that we were going downhill it was hard going, every step a slip or a slide, with the underlying grass saturated and a thin layer of hail it was an unpleasant walk off the fell. At the end of Arnison Crag we took a pathless shortcut – that we swore we would never use again years ago – to save around twenty minutes of walking. This was the only day I had the camera out all day and had to cover it with a dryliner bag whenever a heavy shower came in. I also broke the lens hood. We drove to Keswick for afternoon coffee and toast at Brysons. The new Paramo store across the square was the next stop for new trousers. These Paramos had cost £85 14 years ago and they have just brought a new model out. We had two choices, The old model was reduced to…..£85 – after 14 years we could pay the same price or we could return the old trousers - cleaned – and get a £50 voucher towards the new model, which are £135, or £85 with the voucher. The old ones were ¾ of a mile away in the car – unwashed – so we bought the old model. Needless to say we had a couple of drinks in the Golden Rule in Ambleside every night before our tea.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
The N11 carriageway runs adjacent to this sunken side of the riverbank -- barely 2 (large) paces divide the two. Even with twin strips of Armco along the roadside, it's perilously close. Traffic speeds along this stretch (maximum speed 100 kmp). Only needs a touch from a heavy veicle to cause secondary impact, which (worst possible scenario) could result in something going airborne.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
Introduced, warm-season, short-lived perennial, prostrate to semi-erect legume with a shallow taproot. Leaves have 2 asymmetrical, obovate to rounded leaflets, each 12-35 mm long. Flowerheads consist of 1-2 flowers in the leaf axils,
each with 5 symmetrically arranged yellow petals. Pods are linear, flat, sparsely to very hairy and 35-40 mm long. Flowering is in the warmer months. A native of North and South America, it is sown for
grazing and naturalized in frost free areas. It is suited to free-draining, lower fertility, acid soils
and cannot tolerate heavy soils or waterlogging. Not
recommended for fertile soils. Frost can limit spread. Wynn is the only sown cultivar. Seeds germinate and establish quickly and plants can rapidly grow and spread. Produces good weight gains in cattle, but old stems
have low feed value. It has low palatability for cattle during the growing season and is not readily grazed until grass quality
has declined sufficiently in autumn. It is not grazed by horses. Grazing management should aim to limit selective grazing during the growing season and maintain plants in a low radiating growth habit. Short
duration heavy grazing with appropriate rest periods is best to achieve this. Grazing periods can be extended in winter in frost free areas when grasses
are dormant. In areas with heavy frosts grazing should occur before first frost to avoid total leaf loss. Continuous heavy grazing leads to a decline in companion grasses, dominance by round-leafed
cassia and invasion by weeds.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.
River Dargle Flood Defence Scheme.
These images were taken during the second week of September 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? The following sequences show how the guys reinforced the river bed/bank: spreading out, and stitching in a membrane, layout out wire creels, filled with medium sized stones, welded shut, and laid out in grids, particularly the sections alongside the road/bank side.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
River Dargle Flood Defence Scheme.
These images were taken during the first week of November 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
They have sunk a series of hollowed tubes/casings -- obviously to form the basis for . . . . . .?
And some investigative work around the transverse buttress of the access bridge, parallel to the heavy-duty pipeline carrying water down from the Vartry reservoir.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed.
In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river.
Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again.
It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage.
Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway!
Always quite amazing to see how water levels could drain away within a few days.
The question would always be -- how much work could be completed before the (inevitable) next run of water?
As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks.
One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces.
They are filled and then fixed together to provide protection and strength to the existing river bank.
They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
River Dargle Flood Defence Scheme.
These images were taken during the second week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank.
River Dargle Flood Defence Scheme.
These images were taken during the third week of October 2016.
Meanwhile, at the Silverbridge site, adjacent to the N11 dual-carriageway:
We last visited here 2 years ago in November 2014, where bank stabilisation works involving excavation, repair and building of a support wall structure were being carried out by JONS Construction on behalf of the National Roads Authority.
We would occasionally catch sight of this work in the distance. Quite an impressive little piece of structural engineering.
Having built a retaining concave wall, backfilled for solidity, they were also drilling, fixing and sealing ground anchors to pin the entire structure together.
Now we see that further works are being undertaken.
Word has it that extra ‘stabilisation work’ has to be done to protect the integrity of the riverbank. At the section here we can see that there’s not much space between the edge of the rock face and the Armco at the side of the dual-carriageway.
Have yet to determine what precisely that will entail. Serious work to re-inforce the side access ramp down to the river.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these were used, back in 2012, to line the north bank of the existing riverbank adjacent to The Slang/Rehills stretch.
Long shallow versions of gabions, known as ‘mattresses’, were used to cover the excavated riverbed, and also to protect the edges of the river channel, particularly at bends in the river.
Working in these confined spaces puts a premium of safety and communication.
The guys have hard-filled a working shelf on the riverbed, to allow machinery access to the rockface. Obviously some serious drilling is called for before some form of extra 'pinning' is put in place.
River Dargle Flood Defence Scheme.
These images were taken during the first week of October 2012, tracking the on-going river bank alterations and excavation of the river bed. In preparation for the river-bank strengthening/protection along this stretch of the river, a 2nd channel was created -- with the intention of diverting the river. Having endured a similar flooding only days earlier, another heavy fall of rain caused the channels to fill up again. It meant starting all over again - draining this road/bank side channel, cutting a release channel near the bridge to release the volume, and activating pumps to assist with the repeated drainage. Matters were never helped by the overflow pipe which siphoned run-off from the adjacent motorway! Always quite amazing to see how water levels could drain away within a few days. The question would always be -- how much work could be completed before the (inevitable) next run of water? As we can see, one or two day's intense rain could produce rapid flooding of channels, swamping on-going works, and causing temporary vehicle access paths to have to be repaired. And these access ramps were proving difficult to navigate for the fully-laden dumpers/trucks. One hell of a wet and messy place to be working, especially for the guys on foot.
Gabions consist of steel ‘baskets’ filled with rock pieces. They are filled and then fixed together to provide protection and strength to the existing river bank. They allow ground water to flow through them which helps prevent waterlogging of the bank behind them. Existing examples of these can be seen (here) on the North bank to the rear of the La Vallee Apartments.
Long shallow versions of gabions, known as ‘mattresses’, are used to protect the edges of the river channel, particularly at bends in the river.
At this section of the river, behind the La Vallee Apartments, the guys are continuing the bank protection work: rolling down strips of membrane, prior to being stapled into the bank. This is a slightly less complicated process to that used on the higher/steeper slopes further up-river, where they drilled/filled 6-foot hollow tubes into the faces of the bank.