Question 1: Determine the flows in the netw ork shown in Fig Q1, neglecting minor losses. Data: Pipe АВ BC BD ВЕ EF EG Length (m) 10 000 3 000 4 000 6 000 3 000 3 000 Diameter (mm) 450 250 250 350 250 200 Roughness of all pipes, Ks = 0.03 mm - 150 A 100 80 D В - 75 Figure Q1 60

Question 1: Determine the flows in the netw ork shown in Fig Q1, neglecting minor losses. Data: Pipe АВ BC BD ВЕ EF EG Length (m) 10 000 3 000 4 000 6 000 3 000 3 000 Diameter (mm) 450 250 250 350 250 200 Roughness of all pipes, Ks = 0.03 mm - 150 A 100 80 D В - 75 Figure Q1 60

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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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

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