Q3:calculate the head water at entrance of box culvert (2x2 m & 30 M length) shown in Fig.2 for discharge (Q=6m'/sec) Use the following data: -head loss coefficient at entrance ( Ke-0.5 )& for down stream (Kd-1) -Manning's coefficient n=0.013.
Q3:calculate the head water at entrance of box culvert (2x2 m & 30 M length) shown in Fig.2 for discharge (Q=6m'/sec) Use the following data: -head loss coefficient at entrance ( Ke-0.5 )& for down stream (Kd-1) -Manning's coefficient n=0.013.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter8: Seepage
Section: Chapter Questions
Problem 8.11P
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Transcribed Image Text:Q3:calculate the head water at entrance of box culvert (2x2 m & 30 M length)
shown in Fig.2 for discharge (Q=6m'/sec)
Use the following data:
-head loss coefficient at entrance ( Ke=0.5 )& for down stream (Kd-1 )
-Manning's coefficient n=0.013.
Ke=0.5 HW
S=0.3%
2.2m
Kd=1
0.0
Fig2
L=30m
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