6.3At km 4+100 from the project there is a crossing road with canal, design a suitable hydraulic structure for this case with the following data: Q=9.97m³/sec, u.s.w.l=7.45m, d.s.w.l.=7.35m,u.s.b.l-4.8m,d.s.b.l=4.8m, u.s.bed width=5.10m, d.s.bed width=5.10m, average ground level=11m, road width=8m,and the length=26m. Assume any missing data.
6.3At km 4+100 from the project there is a crossing road with canal, design a suitable hydraulic structure for this case with the following data: Q=9.97m³/sec, u.s.w.l=7.45m, d.s.w.l.=7.35m,u.s.b.l-4.8m,d.s.b.l=4.8m, u.s.bed width=5.10m, d.s.bed width=5.10m, average ground level=11m, road width=8m,and the length=26m. Assume any missing data.
Power System Analysis and Design (MindTap Course List)
6th Edition
ISBN:9781305632134
Author:J. Duncan Glover, Thomas Overbye, Mulukutla S. Sarma
Publisher:J. Duncan Glover, Thomas Overbye, Mulukutla S. Sarma
Chapter6: Power Flows
Section: Chapter Questions
Problem 6.12MCQ
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Transcribed Image Text:6.3At km 4+100 from the project there is a crossing road with canal, design a suitable
hydraulic structure for this case with the following data:
Q=9.97m³/sec, u.s.w.l=7.45m, d.s.w.l.=7.35m,u.s.b.l-4.8m,d.s.b.l=4.8m, u.s.bed
width=5.10m, d.s.bed width=5.10m, average ground level=11m, road width=8m,and
the length=26m.
Assume any missing data.
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