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12. Given the following data for a stream of uniform flow: 15pts A = 6.97 sq.m. P = 9.76 m S=0.007 (average stream cross section) (wetted perimeter) (slope of stream bed) (roughness coefficient) n= 0.025 Assuming a constant stream bed slope and little variation in the cross section and condition of the bed, determine the following: Hydraulic radius Average velocity of the stream using Manning's coefficient, and the corresponding discharge. Average velocity of the stream using Kutter's coefficient, and the corresponding discharge. a. b. C.

12. Given the following data for a stream of uniform flow: 15pts A = 6.97 sq.m. P = 9.76 m S=0.007 (average stream cross section) (wetted perimeter) (slope of stream bed) (roughness coefficient) n= 0.025 Assuming a constant stream bed slope and little variation in the cross section and condition of the bed, determine the following: Hydraulic radius Average velocity of the stream using Manning's coefficient, and the corresponding discharge. Average velocity of the stream using Kutter's coefficient, and the corresponding discharge. a. b. C.

Structural Analysis
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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12. Given the following data for a stream of uniform flow: 15pts A = 6.97 sq.m. (average stream cross section) (wetted perimeter) (slope of stream bed) (roughness coefficient) P= 9.76 m S = 0.007 n= 0.025 Assuming a constant stream bed slope and little variation in the cross section and condition of the bed, determine the following: Hydraulic radius Average velocity of the stream using Manning's coefficient, and the corresponding discharge. Average velocity of the stream using Kutter's coefficient, and the corresponding discharge. a. b. C.
Transcribed Image Text:12. Given the following data for a stream of uniform flow: 15pts A = 6.97 sq.m. (average stream cross section) (wetted perimeter) (slope of stream bed) (roughness coefficient) P= 9.76 m S = 0.007 n= 0.025 Assuming a constant stream bed slope and little variation in the cross section and condition of the bed, determine the following: Hydraulic radius Average velocity of the stream using Manning's coefficient, and the corresponding discharge. Average velocity of the stream using Kutter's coefficient, and the corresponding discharge. a. b. C.
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