Question
a.
True
b.
False
c.
May be True or False
d.
Can't say
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Q. The greater is the divergence from the streamline flow, greater is the contraction coefficient.
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Q. Calculate the effective length of the spillway which consists of 6 spans having a clear width of 10 m each. The thickness of each pier may be taken as 2.5 m and the total design head on the crest including velocity head is 16.3 m. Assuming 90° cut water nose piers and rounded abutments.
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Q. Which of the following is the simplest type of spillway which can be provided independently and at low costs?
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Q. If the spillway is constructed in continuation to the dam at one end, it may be called as ________
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Q. The surplus reservoir water after spilling over the crest of the spillway flows on the chute is __________________
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Q. Whenever the slope of chute changes from steeper to milder ____________________ curve shall be provided.
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Q. The spillway which may sometimes be called as a waste weir is ______________________
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Q. The portion of a chute spillway which is known as its control structure is ________________
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Q. The type of spillway which is provided on narrow valleys where no side flanks are available is ____________________
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Q. Calculate the freeboard for the top levels of the side walls if the mean velocity of water in the chute reach is 3.5 m/s and the mean depth of water in the chute reach under consideration is 4.7 m.
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