For the design of earth fill dams, presented the flow of seepage through the foundation and abutments be controlled so that no internal erosion occurs and there is no sloughing in the area where the seepage emerges. This criterion also requires that the amount of water lost through seepage be controlled so that it does not interfere with planned project functions.

Following are the factors mainly responsible for the formation of precipitation....A lifting mechanism to produce cooling of the air. A mechanism to produce condensation of water vapors and formation of cloud droplets. A mechanism to produce growth of cloud droplets to size capable of falling to the ground against the lifting force of air. When air ascends from near the

All members should pass otherwise increase beam size to pass Design > concrete frame design > display design/np Select longitudinal reinforcement For beam, for both upper and lower face, select max value & for column select max value and calculate No. of bars

There are very few stilling basins with horizontal aprons for its larger dams. It has been the consensus that the hydraulic jump on a horizontal apron is very sensitive to slight changes in tail water depth. The horizontal apron tests demonstrate this to be true for the larger values of the Froude number, but this characteristic can be remedied. If a horizontal apron is designed

Define > material, steel, modifying fy = 36 ksi. Fx = 58ksi. Define > load cases add D.L & in L.L Self wt =0 Define > add default combo select steel & convert to user check boxes. Select top most joints.