Irrigation Engineering
Hydrodynamic pressure due to earthquake acts at a height of

3H/4π above the base
4H/3π above the base
3H/4π below the water surface
4H/3π below the water surface, where H is the depth of water

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Irrigation Engineering
In rigid module, the discharge

Depends upon the water level in distributary
Depends upon the water level in the water course
Depends upon the water levels of both, i.e. distributary and water course
Is independent of water levels in the distributary and water course

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Irrigation Engineering
Lane's weighted creep theory assumes

Double weightage to horizontal creep and one weightage to vertical creep
Triple weightage to horizontal creep and one weightage to vertical creep
Triple weightage to vertical creep and one weightage to horizontal creep
Equal weightage to horizontal and vertical creeps

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