Question 2Route the inflow hydrograph through a reservoir as indicated in Table 2. The crest height of the spillway is 50 ft and storage capacity at this level is116 ft3/s-day. The reservoir routing curves graph is given in Figure 1. Perform calculation until the outflow value is equal to zero. Based on theobtained result, plot the inflow and outflow hydrographs.Table 20.41.622.42.8Time (day) 0Flow (ft³/s) 00.81201.22295638026815550Figure 125/atO (ft/s.day)-primary x-axis700800900100054.053.553.052.552.051.5Elevation vs Storage (curve a)Elevation vs 25/De-O (curve b)Elevation vs Outflow (curve c)51.050.550.0849.51102300Water Surface Elevation (tt)400W500130100600150200190170210Storage (ft³/s.day) - secondary x-axis300400500Outflow (ft³/s.day) - tertiary x-axis6002501100700

Given, Spillway crest elevation, H= 50 ft Coefficient, C=3 Spillway length, L=35 ft

116 ft3/s-day. The reservoir routing curves graph is given in Figure 1. Perform calculation until the outflow value is equal to zero. Based on the obtained result, plot the inflow and outflow hydrographs.

116 ft3/s-day. The reservoir routing curves graph is given in Figure 1. Perform calculation until the outflow value is equal to zero. Based on the obtained result, plot the inflow and outflow hydrographs.

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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