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Drainage areas and entry times are given. Find the flow rate at point 3 in the rainfall area in the figure. (C1 = C2 = C3 = 0.3; VA-1 =1.25 m/s; V1-2 = V2-3 = 0.75 m/s; r1s = 100 l/s; = 1.8*24/(ta+9) a=9 , b=1, c=5 A A1 = 1.a ha tel = 5 dk 1a0 m A2 = 3.b ha te2 = c dk 2a0 m A3 = 2.b ha tes = 10 dk 1b0 m 3

Drainage areas and entry times are given. Find the flow rate at point 3 in the rainfall area in the figure. (C1 = C2 = C3 = 0.3; VA-1 =1.25 m/s; V1-2 = V2-3 = 0.75 m/s; r1s = 100 l/s; = 1.8*24/(ta+9) a=9 , b=1, c=5 A A1 = 1.a ha tel = 5 dk 1a0 m A2 = 3.b ha te2 = c dk 2a0 m A3 = 2.b ha tes = 10 dk 1b0 m 3

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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HW-4: Drainage areas and entry times are given. Find the flow rate at point 3 in the rainfall area given in the figure. (C1 = C2 = C3 = 0.3; VA-1=1.25 m/s; V1-2 = V23 = 0.75 m/s; r15 = 100 l/s; o = 1.8*24/(ta+9)). a=9 , b=1, c=5 A A1 = 1.a ha tel = 5 dk 1a0 m A2 = 3.b ha te2 = c dk 2a0 m A3 = 2.b ha te3 = 10 dk 1b0 m
Transcribed Image Text:HW-4: Drainage areas and entry times are given. Find the flow rate at point 3 in the rainfall area given in the figure. (C1 = C2 = C3 = 0.3; VA-1=1.25 m/s; V1-2 = V23 = 0.75 m/s; r15 = 100 l/s; o = 1.8*24/(ta+9)). a=9 , b=1, c=5 A A1 = 1.a ha tel = 5 dk 1a0 m A2 = 3.b ha te2 = c dk 2a0 m A3 = 2.b ha te3 = 10 dk 1b0 m
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