Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road Saen D/S 1.5 m ,0.2 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal d 7.5 m 26.8 m 7.5 m

Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road Saen D/S 1.5 m ,0.2 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal d 7.5 m 26.8 m 7.5 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

q12

Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road D/S Scren 0.2 m 1.5 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal 7.5 m 26.8 m 7.5 m
Transcribed Image Text:Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road D/S Scren 0.2 m 1.5 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal 7.5 m 26.8 m 7.5 m
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps with 3 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Design criteria for structural loading
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS