HW12: The inflow hydrograph to a reservoir river (at section 1) is given in Table 12.1. The head water-discharge relationship for the outlet structure of the reservoir is S = 1800Q, where Q is the discharge from the reservoir (m'/s), and S is the storage of the reservoir (m'). The proportionality coefficient and weighting factor of this river reach are 1.2 hr and 0.2, respectively. At time 0 hr, the discharge at sections 2 and 3 are 10 m/s. a) Determine the maximum streamflow at section 3. b) Determine reservoir storage at time 6 hr. c) Determine river storage at time 5 hr.

HW12: The inflow hydrograph to a reservoir river (at section 1) is given in Table 12.1. The head water-discharge relationship for the outlet structure of the reservoir is S = 1800Q, where Q is the discharge from the reservoir (m'/s), and S is the storage of the reservoir (m'). The proportionality coefficient and weighting factor of this river reach are 1.2 hr and 0.2, respectively. At time 0 hr, the discharge at sections 2 and 3 are 10 m/s. a) Determine the maximum streamflow at section 3. b) Determine reservoir storage at time 6 hr. c) Determine river storage at time 5 hr.

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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