StoneRoad2013's photos with the keyword: rock armour

STR - autumnal view {2 of 3}

STR - autumnal view {2 of 3}

StoneRoad2013
10 Nov 2023 61
much duller ... prefer image 1 of 3 !
STR - autumnal view {1 of 3}

STR - autumnal view {1 of 3}

StoneRoad2013
10 Nov 2023 56
View southwards along the River South Tyne. e2a, the rock armour is very necessary, as the river had eroded that area in spate conditions, some years ago. In more recent years, the river has left bits of wood etc up there.
aav[25] - erosion II {18 of 18}

aav[25] - erosion II {18 of 18}

StoneRoad2013
11 Apr 2025 67
Outside KillFrost, looking downstream towards image17of18 - this area of the bank is being eroded. . This is about halfway between the viaduct and the river flow meter site
aav[25] - erosion II {4 of 18}

aav[25] - erosion II {4 of 18}

StoneRoad2013
11 Apr 2025 86
A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {9 of 18}

aav[25] - erosion II {9 of 18}

StoneRoad2013
11 Apr 2025 97
Some of the larger rocks in this deposit look like rock armour that has been relocated downstream by floodwater. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {13 of 18}

aav[25] - erosion II {13 of 18}

StoneRoad2013
11 Apr 2025 1 98
More rail as reinforcing in the foreground. Note also that the slabs built into the bank in the background [which has been damaged]. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {12 of 18}

aav[25] - erosion II {12 of 18}

StoneRoad2013
11 Apr 2025 2 147
Standard gauge rail line [judging by the weight & profile] used as reinforcement. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {11 of 18}

aav[25] - erosion II {11 of 18}

StoneRoad2013
11 Apr 2025 81
The void under the concrete extends far enough upstream [ie leftwards] to be in line with the viaduct pier. [Camera is about a third of the way in on the next pier - Skew viaduct]. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {10 of 18}

aav[25] - erosion II {10 of 18}

StoneRoad2013
11 Apr 2025 96
Looks suspiciously like a drill hole ! {i'm comparing it to the capped off holes that were used when the "Old Quay" at Whitehaven was grouted, to stabilise the structure. [shoe is about 100mm across at the widest point]. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {8 of 18}

aav[25] - erosion II {8 of 18}

StoneRoad2013
11 Apr 2025 1 83
More holes through the concrete. A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {7 of 18}

aav[25] - erosion II {7 of 18}

StoneRoad2013
11 Apr 2025 80
All but the upper section, which was held together by the concrete capping, has been removed by the scouring action of floodwater [yes, looking upwards !] . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {6 of 18}

aav[25] - erosion II {6 of 18}

StoneRoad2013
11 Apr 2025 92
Showing the thinness of the concrete layer[s] making up the cap. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {5 of 18}

aav[25] - erosion II {5 of 18}

StoneRoad2013
11 Apr 2025 79
Looking downstream from inside the largest hole, also visible are the destroyed gabions & other steel reinforcement. [rather dangerous, IMO] . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {3 of 18}

aav[25] - erosion II {3 of 18}

StoneRoad2013
11 Apr 2025 78
"inside" the largest hole ! That puddle is about 18" - 2ft deeper than the point the ranging pole reached ... . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {2 of 18}

aav[25] - erosion II {2 of 18}

StoneRoad2013
11 Apr 2025 103
There is a low section along there - another couple of inches height and the river will be over the lip of this mini-weir. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {1 of 18}

aav[25] - erosion II {1 of 18}

StoneRoad2013
11 Apr 2025 87
That is a 5ft section of a surveyor's ranging pole, that's not the deepest point. But five feet is about average overall. It's a big hole ... estimate 15' x 15' and 5' deep - although it's not square in plan. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {17 of 18}

aav[25] - erosion II {17 of 18}

StoneRoad2013
11 Apr 2025 84
Outside KillFrost, looking upstream towards image18of18 - this area of the bank is being eroded. . This is about halfway between the viaduct and the river flow meter site
aav[25] - erosion II {15 of 18}

aav[25] - erosion II {15 of 18}

StoneRoad2013
11 Apr 2025 1 86
Largest void is under the middle arch [see note on image, revealed by cursor over image] . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
22 items in total