The Pollowing inflow and outflow hydrographs were observed. inriver reach. Estimate the ualues of k and x applicable tothis reach-Time Chr) O12243036니2548 154606672170130Intlowm/sec)208024021590602816210185155/12085 55150200outflow (/se 202023

A hydrograph is a plot of the rate of flow and discharges against time. It shows the continuous plot…

The Pollowing inflow and outflow hydlrographs were observed. in river reach. Estimate the ualues of k and x applicable to this reach. Time (hr) O 12 24 36 니2 648 30 54 60 66 72 170 130 Inflow m/sec) 20 80 240 215 90 60 16 28 210 185 155l120 85 55 150 200 outflow (/se 20 20 23

The Pollowing inflow and outflow hydlrographs were observed. in river reach. Estimate the ualues of k and x applicable to this reach. Time (hr) O 12 24 36 니2 648 30 54 60 66 72 170 130 Inflow m/sec) 20 80 240 215 90 60 16 28 210 185 155l120 85 55 150 200 outflow (/se 20 20 23

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.

Question

The Pollowing inflow and outflow hydrographs were observed. in
river reach. Estimate the ualues of k and x applicable to
this reach-
Time Chr) O
12
24
30
36
니2
548 154
60
66
72
170
130
Intlow
m/sec)
20
80
240
215
90
60
28
16
210
185
155/120
85 55
150
200
outflow (/se 20
20
23

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