1. Determine the discharge rate through three parallel corrugated metal pipe culverts shown in the sketch below (Use the outlet control). The 48-inch diameter culverts have a Manning, n value of 0.024. The culverts are 80 ft long, laid on a slope of 0.04, and have a projecting inlet and outlet. The culvert inlet bottom elevation is 302 ft with a head water elevation of 308.2 ft and a tailwater elevation of 302 ft. Use Ke = 0.8, Ko= 1.0. What is the discharge through the culvert (Use inlet control) with Ca = 0.62. HW=308.2 ft H=6.2 ft 302.0 ft BIBIE TW 302.0 ft 3 Parallel CMP n=0.024 D= 48 inch S=0.04 131318 L= 80 ft

1. Determine the discharge rate through three parallel corrugated metal pipe culverts shown in the sketch below (Use the outlet control). The 48-inch diameter culverts have a Manning, n value of 0.024. The culverts are 80 ft long, laid on a slope of 0.04, and have a projecting inlet and outlet. The culvert inlet bottom elevation is 302 ft with a head water elevation of 308.2 ft and a tailwater elevation of 302 ft. Use Ke = 0.8, Ko= 1.0. What is the discharge through the culvert (Use inlet control) with Ca = 0.62. HW=308.2 ft H=6.2 ft 302.0 ft BIBIE TW 302.0 ft 3 Parallel CMP n=0.024 D= 48 inch S=0.04 131318 L= 80 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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