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6. Using the Manning nomograph determine the following: An 800 mm diameter sanitary sewer is built on a slope of 0.2 percent. What is the full-flow discharge capacity of the sewer and what is the flow velocity? a. b. What diameter pipe is needed to carry a peak flow of 200 liters/s on a grade of 0.007 ? C. The discharge for a 200 mm inside diameter common clay drainage tile running half full if it is laid on a slope that drops 1 m over a run of 1000 m. Assume n=0.01. D/2 Figure 4.

6. Using the Manning nomograph determine the following: An 800 mm diameter sanitary sewer is built on a slope of 0.2 percent. What is the full-flow discharge capacity of the sewer and what is the flow velocity? a. b. What diameter pipe is needed to carry a peak flow of 200 liters/s on a grade of 0.007 ? C. The discharge for a 200 mm inside diameter common clay drainage tile running half full if it is laid on a slope that drops 1 m over a run of 1000 m. Assume n=0.01. D/2 Figure 4.

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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6. Using the Manning nomograph determine the following: a. An 800 mm diameter sanitary sewer is built on a slope of 0.2 percent. What is the full-flow discharge capacity of the sewer and what is the flow velocity? b. What diameter pipe is needed to carry a peak flow of 200 liters/s on a grade of 0.007 ? The discharge for a 200 mm inside diameter common clay drainage tile running half full if it is laid on a slope that drops 1 m over a run of 1000 m. Assume n=0.01. C. D/2 Figure 4.
Transcribed Image Text:6. Using the Manning nomograph determine the following: a. An 800 mm diameter sanitary sewer is built on a slope of 0.2 percent. What is the full-flow discharge capacity of the sewer and what is the flow velocity? b. What diameter pipe is needed to carry a peak flow of 200 liters/s on a grade of 0.007 ? The discharge for a 200 mm inside diameter common clay drainage tile running half full if it is laid on a slope that drops 1 m over a run of 1000 m. Assume n=0.01. C. D/2 Figure 4.
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