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Q.1 For the given plan, find the diameter of the sewer pipe 2 at full flow condition (assume flowing velocity Im/sec). Use common intensity method if 5230, (i = Hint: t; and tr is inlet and travel time respectively t+30 B A sewer1 sewer 2 E sewer 3 item Area (m²) ti (min) pipe Flowing time (t) A 7000 0.5 10 5.5 B 8000 0.6 11 1.5 D 10000 0.3 16 15000 0.6 14 1.

Q.1 For the given plan, find the diameter of the sewer pipe 2 at full flow condition (assume flowing velocity Im/sec). Use common intensity method if 5230, (i = Hint: t; and tr is inlet and travel time respectively t+30 B A sewer1 sewer 2 E sewer 3 item Area (m²) ti (min) pipe Flowing time (t) A 7000 0.5 10 5.5 B 8000 0.6 11 1.5 D 10000 0.3 16 15000 0.6 14 1.

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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Q.1 For the given plan, find the diameter of the sewer pipe 2 at full flow condition (assume flowing velocity Im/sec). Use common intensity method if 5230. (i Hint: t; and tr is inlet and travel time respectively t+30 B A "sewer1 2 sewer 2 E 3 sewer 3 item Area (m²) ti (min) pipe Flowing time (t.) A 7000 0.5 10 5.5 B 8000 0.6 11 1.5 10000 0.3 16 15000 0.6 14 1. E.
Transcribed Image Text:Q.1 For the given plan, find the diameter of the sewer pipe 2 at full flow condition (assume flowing velocity Im/sec). Use common intensity method if 5230. (i Hint: t; and tr is inlet and travel time respectively t+30 B A "sewer1 2 sewer 2 E 3 sewer 3 item Area (m²) ti (min) pipe Flowing time (t.) A 7000 0.5 10 5.5 B 8000 0.6 11 1.5 10000 0.3 16 15000 0.6 14 1. E.
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