Q 1. ObtainTime00.511.522.533.544.555.566.577.580.5 Hr- UH fromRunoff (cfs)8.917.947.985.9204.9345.9495.9589.9699.9636.9592.9410.9377.9307.9170.9106.98.92 Hr UH using S-Curve having Base Flow8.900 cfs and catchment area6526000 sq ft

Given: As Base flow is mentioned hence given hydrograph is Flood Hydrograph Time Runoff (cfs)…

Answered: Obtain 0.5 Hr- UH from 2 Hr UH using…

Engineering

Civil Engineering

Obtain 0.5 Hr- UH from 2 Hr UH using S-Curve having Base Flow 8.900 cfs and catchment area 6526000 sq ft

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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Q: Obtain 2 Hr- UH from FH

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Concept explainers

Drainage of Pavements

Pavement Drainage holds ample significance, as it prevents the accumulation of water or any liquid on the surface of pavements and ensures proper drainage system. With proper design and gradual slopes provided, the water gets easily removed from the surface into the drains, which are essential during heavy rains and unusual weather conditions keeping it less prone to accidents and increasing the durability of the pavement structure.

Question

Q 1. Obtain
Time
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
0.5 Hr- UH from
Runoff (cfs)
8.9
17.9
47.9
85.9
204.9
345.9
495.9
589.9
699.9
636.9
592.9
410.9
377.9
307.9
170.9
106.9
8.9
2 Hr UH using S-Curve having Base Flow
8.900 cfs and catchment area
6526000 sq ft

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