Free Jet Flow Head (m) x (m) y (m) dc (cm) do (cm) Cc Cv Cd Qa (m³/s) 6 8 3 1.30 1.5 5.5 6 2 1.25 1.5 Calculate: A. Cc, Cv, Cd and Qa b. Time for the water level to drop from 6m to 3m, with do = 1.5 cm, A₁ = 0.3 m² and Cd = 0.68

Free Jet Flow Head (m) x (m) y (m) dc (cm) do (cm) Cc Cv Cd Qa (m³/s) 6 8 3 1.30 1.5 5.5 6 2 1.25 1.5 Calculate: A. Cc, Cv, Cd and Qa b. Time for the water level to drop from 6m to 3m, with do = 1.5 cm, A₁ = 0.3 m² and Cd = 0.68

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Free Jet Flow
Head (m) x (m)
y (m)
dc (cm) do (cm)
Сс
Cv
Cd
Qa (m³/s)
6
8
3
1.30
1.5
5.5
6
2
1.25
1.5
Calculate:
A. Cc, Cv, Cd and Qa
b. Time for the water level to drop from 6m to 3m, with do = 1.5 cm, A₁ = 0.3 m² and Cd = 0.68

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