Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- You were assigned to describe the pore water pressure in Figure 1. It shows the cross-sectionof a homogenous compacted earth dam highlighting the flow behavior. Excessive rainfall hassaturated the embankment. Given the three points A, B and C. A. Which of the points will have the highest positive pore water pressure?B. Which of the points will have the lowest positive pore water pressure?arrow_forwardA triangular threshold is used to control the water depth which tends to be constant upstream of an open channel. Water flows on a V-notch weir with = 90^o and the magnitude of gravity is 9.81 m/s^2. What is the water discharge upstream of the threshold when conditions are normal with a water level of 0.24 m and during a flood with a water level of 1 m?arrow_forwardA rectangular channel is 4.0 m wide and 7.0 m deep, but it is filled with water up to only 6.0 m from the bottom. The channel walls are made of corrugated metal. Calculate the hydraulic diameter.arrow_forward
- 4.65. Derive an expression relating the conjugate depths in a hydraulic jump when the slope of the channel is equal to So. [Hint: Assume that the length of the jump is equal to 5y2, and that the shape of the jump between the upstream and downstream depths can be approximated by a trapezoid.]arrow_forward2. Ā sluice gate blocks the flow of water in a rectangular aqueduct with a width of 4.2 m with a flow rate of 16 m3/second. The upstream water depth marked with number 1 is 2.8 m and the downstream marked number 2 has a depth of 0.7 m. What is the magnitude of the force experienced by the floodgate? Fr, 1 1 2arrow_forwardWater flows at a velocity of 3.0 m/s and a depth of 5.0 m in a channel of rectangular section 3.0 m wide. There is a smooth upward step of 2.5 m in the channel bed. What expansion in width must take place for the upstream flow to be possible as specified?arrow_forward
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