Here are some photos of the bursted GRP pipe which was filled with about 2m overburden soil.
The penstock data are:
Head =115m
Discharge =3.2 m3/s
Length =2400m
The main reason for the burst was the movement of pipe alignment due to landslide.
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 | The hole in ground made by the brusted pipe. |
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Coupling for GRP |
Hard stone lining in inlet canal |
