Q.5 A 6-acre basin in with soil type C is to be developed into 2 acres of commercial use (C = 0.95, CN = 93) and 4 acres of park (C= 0.2, CN = 74) as shown in the figure below. The time of concentrations for these areas are also shown in the figure. (a) Using the Rational Method, what is the design flow at the inlet for: i. 10-year design storm, and ii. 25-year design storm. consider two different scenarios (just commercial area with shorter c, and total area with longer tg) and pick the worst case.

Q.5 A 6-acre basin in with soil type C is to be developed into 2 acres of commercial use (C = 0.95, CN = 93) and 4 acres of park (C= 0.2, CN = 74) as shown in the figure below. The time of concentrations for these areas are also shown in the figure. (a) Using the Rational Method, what is the design flow at the inlet for: i. 10-year design storm, and ii. 25-year design storm. consider two different scenarios (just commercial area with shorter c, and total area with longer tg) and pick the worst case.

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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