Fill in the blanks with "Increase", "Decrease" or "remains constant":- 1)The topography of the site of reservoir should be such that the reservoir has a large capacity to store water. 2) It may be noted that there is marked spillway when the height of spillway in the value of coefficient of discharge of 3) The effect of the tension cracks at the heel is to -the uplift pressure.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2):-A- Fill in the blanks with "Increase", "Decrease" or "remains constant":-
1)The topography of the site of reservoir should be such that the reservoir has a large
capacity to store water -
2) It may be noted that there is marked
spillway when the height of spillway
3) The effect of the tension cracks at the heel is to -
4) The advantage of arch dam to
5) The uplift force at the base of a gravity dam-
- in the value of coefficient of discharge of
-the uplift pressure.
- the quantity of concrete.
due to tension crack.
B - Find the force and moment due to earthquake acceleration of 0.1g on a dam of 150m
height and 110m width at the base. The dam is trapezoidal in section with top width 10m.
Transcribed Image Text:Q2):-A- Fill in the blanks with "Increase", "Decrease" or "remains constant":- 1)The topography of the site of reservoir should be such that the reservoir has a large capacity to store water - 2) It may be noted that there is marked spillway when the height of spillway 3) The effect of the tension cracks at the heel is to - 4) The advantage of arch dam to 5) The uplift force at the base of a gravity dam- - in the value of coefficient of discharge of -the uplift pressure. - the quantity of concrete. due to tension crack. B - Find the force and moment due to earthquake acceleration of 0.1g on a dam of 150m height and 110m width at the base. The dam is trapezoidal in section with top width 10m.
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