Q. Field channels are also known as ______

View solution

Q. Major distributaries discharge varies from ____________

View solution

Q. The upstream slope recommended for sand and gravel with RCC core wall is __________

View solution

Q. ____________ creates concentrated seepage in dams section.

View solution

Q. If the minimum stress developed is negative, then the nature of stress is ___________

View solution

Q. _____________ sections allow the surplus discharge to flow in dams.

View solution

Q. The height of the dam = free board + ___________

View solution

Q. Molitor’s formula can be used for calculation of ___________

View solution

Q. The side slopes depend on ____________ conditions of a proposed dam.

View solution

Q. Calculate the minimum stress developed at the heel of the dam, if the self weight of the dam is 924 kN and the base with is 6 metres [Take e = 0.0945m].

View solution

Q. Determine the eccentricity of the dam section, if the base width of the dam be 6m. Take Z = 5.5m.

View solution

Q. If the maximum stress is positive, then the nature of stress is ____

View solution

Q. Calculate the maximum stress at the base section is the self weight is 4400 kN. The top and bottom width of them are 3 and 8 m respectively. Take (e) = 2.97.

View solution

Q. To ensure economy in dam sections, the ______ should be minimum.

View solution

Q. Perennial canals are also known as ________

View solution

Q. Springs(closely coiled) are examples of _____________

View solution

Q. By keeping the phreatic line within the downstream toe, the ___________ can be avoided.

View solution

Q. ______ is the difference of Level between full reservoir level and top of the dam.

View solution

Q. Expand MWL?

View solution

Q. The hydrostatic pressures on phreatic line are equal to____

View solution