Situation 03. Given the mass curve of a storm on a 1.95 sq.mi. reservoir is as follows: Time(hr.) 0 Added | 2 4 6 8 12 10 7.3 14 11.8 16 18 0.8 2.6 2.8 4.1 10.8 12.4 12.6 Rainfall (ст). a. Plot the mass curve diagram, and the rainfall hyetograph. b. If the run-off volume is 264.20 ac-ft, calculate the infiltration volume using phi-index method. c. Calculate the required outflow (cm/hr) to attain an increase in storage of 95mm at the end of the month, if the inflow is equal to the run-off volume, the precipitation is 105mm, and the evaporation is the calculated evaporation in (Situation 01) and consider infiltration computed in (b).

Situation 03. Given the mass curve of a storm on a 1.95 sq.mi. reservoir is as follows: Time(hr.) 0 Added | 2 4 6 8 12 10 7.3 14 11.8 16 18 0.8 2.6 2.8 4.1 10.8 12.4 12.6 Rainfall (ст). a. Plot the mass curve diagram, and the rainfall hyetograph. b. If the run-off volume is 264.20 ac-ft, calculate the infiltration volume using phi-index method. c. Calculate the required outflow (cm/hr) to attain an increase in storage of 95mm at the end of the month, if the inflow is equal to the run-off volume, the precipitation is 105mm, and the evaporation is the calculated evaporation in (Situation 01) and consider infiltration computed in (b).

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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