Question
a.
tank spillway
b.
tank sluice
c.
tank weir
d.
tank bunds
Posted under Irrigation Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. The usual arrangement made in a tank-bund scheme to spill the surplus excess water is known as ________________________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. If A₁ and A₂ represent the areas enclosed between two successive contours, then the cubic content between these contours is roughly taken as _________________
View solution
Q. The most adopted earthen section for tank bunds is of the type ___________________
View solution
Q. What is the approximate value of side slope of the bund for smaller tanks with water depths not exceeding 2.5 m in favorable soils such as red and white gravel, red and black loams?
View solution
Q. The usual difference between F.T.L and M.T.L is rarely allowed to exceed _____________
View solution
Q. Which of the following type of tank weirs are provided with a number of vertical steps instead of horizontal or sloping downstream apron?
View solution
Q. The width of the horizontal floors of type A and D weirs from the foot of the drop wall to the d/s edge of the floor should never be less than ________________
View solution
Q. Which among the following is a correct representation of Ryve’s formula?
View solution
Q. The capacity of an irrigation tank is sometimes increased by installing a temporary stone wall over the top of the tank weir. This fixture is known as____________________
View solution
Q. The discharge through the sluice of a small irrigation tank is usually controlled by _______________
View solution
Q. What will the discharging capacity of a masonry waste weir of 55 m length and 1.5 m width provided in an earthen bund for passing a flood with 1.2 m water depth over its crest?
View solution
Q. Pipe sluices are generally not adopted in tank bunds where the depth below F.T.L exceeds ____________
View solution
Q. Calculate peak discharge for a combined catchment of a tank forming a constituent unit of a group with the following given data –
Combined catchment = 26 sq. km
Intercepted catchment = 20 sq. km
Ryve’s coefficient for combined catchment = 9.0
Ryve’s coefficient intercepted = 1.8
View solution
Q. What is the approximate value of Ryve’s coefficient for combined catchment having limited areas near hills?
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Irrigation Engineering? We've handpicked a range of related categories that you might find intriguing.
Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!
