Given data:

Crest width $=10$m

Base width $=50$m

Height of dam $=60$m

Height of reservoir $=55$m

Tail water height $=0$ m

Height of sedimentation $=10$m

Unit weight of concrete $=24$ KN$/$m$3$

Modulus of Elasticity$=28$ MPa

Unit weight of water$=10$ KN$/$m$3$

Unit weight of sedimentation $=14$ KN$/$m $ $(\backslash =30$

Seismic coefficient$=0\mathrm{.}2$

Required:

Check the stability of the dam profile

Draw necessary diagrams