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Q3: design a 60 m long overflow spillway that will discharge 1500 gumecs at maximum pool level of 400 m, while the elevation behind the spillway is 350 m. the upstream face of the spillway is vertical and the spillway Shute has a slope of 1:2 (H:V).

Q3: design a 60 m long overflow spillway that will discharge 1500 gumecs at maximum pool level of 400 m, while the elevation behind the spillway is 350 m. the upstream face of the spillway is vertical and the spillway Shute has a slope of 1:2 (H:V).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q3: design a 60 m long overflow spillway that will discharge 1500 cumecs at maximum pool level of 400 m, while the elevation behind the spillway is 350 m. the upstream face of the spillway is vertical and the spillway Shute has a slope of 1:2 (H:V). Q4: Given the following sketch: Yc. AH HDam 2g Determine the rate of energy dissipation AH in nappe flows with hydraulic jumps from the step dimensions. Dam height (Ham) of 40 cm and length of 100 cm, with a step length of 25 cm. Also, the steps' height and width were 10 cm and 100 cm respectively. Number of the steps (N) are 4 and the flow rate is 0.035 m/sec.
Transcribed Image Text:Q3: design a 60 m long overflow spillway that will discharge 1500 cumecs at maximum pool level of 400 m, while the elevation behind the spillway is 350 m. the upstream face of the spillway is vertical and the spillway Shute has a slope of 1:2 (H:V). Q4: Given the following sketch: Yc. AH HDam 2g Determine the rate of energy dissipation AH in nappe flows with hydraulic jumps from the step dimensions. Dam height (Ham) of 40 cm and length of 100 cm, with a step length of 25 cm. Also, the steps' height and width were 10 cm and 100 cm respectively. Number of the steps (N) are 4 and the flow rate is 0.035 m/sec.
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