Inaccurate estimation of hydrographical parameters; Spillway is blocked; Flooding is over the design flood capacity; The top is constructed lower than designed
60%
Settlement on the crest
Traffic damage; Animal burrowing activities; Instability of the embankment
80%
Transverse cracking
The dam foundation is depressed; Instability of the embankment; Shrinkage of surface materials; Materials are low quality
20%
Longitudinal cracking
Water in the reservoir increases or decreases suddenly. This sudden change of water level creates depression on the top; The dam foundation is depressed; Slide occurs on the embankment
40%
Ruts along the crest
Traffic damage; The movement of foundation
30%
Upstream slope
Seepage under the foundation
The quality of material is low. Hence, water is eroding the material; Rodent activity; Geological assessment is inaccurate
20%
Slide and slump
The lack or loss of embankment material; Rodent activity; Erosion; Traffic damage; Downstream slope is too steep
80%
Sinkholes
The movement of foundation create holes; Material is seeped; Animal burrows
20%
Downstream slope
Seepage through the embankment
Rodent activity creates open pathway through embankment; The abutment is not properly designed and constructed
70%
Seepage at the abutment
The abutment is not properly designed and constructed; Plants/trees are not removed completely in construction
30%
Slide and slump
The lack of or loss of embankment material; Rodent activity; The downstream slope is too steep
80%
Spillway
Eroded spillway
Erosion; The gradient of the channel is too steep
20%
Blocked spillway
Soil and stone erosion; Trees and plants; Inaccurate design
50%
Outlet
Eroded outlet
Outlet is too small; Conduit is eroded; Foundation movement
20%
Leaking and breaking
Valve is broken; Vandalism; Outlet is too old
40%
Note: * On the basis of ten dams
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