Q10) Calculate the efficiency of water application if a watercourse of 0.085 m3/sec was supplied to a field for two hours, the averaged amount of runoff averaged 0.04 m3/sec for one hour, and depth of root zone depth is 1.5m. Assume there no evaporation losses has been Occur. 23.5 % 76.5 % 25 % None of the above

Q10) Calculate the efficiency of water application if a watercourse of 0.085 m3/sec was supplied to a field for two hours, the averaged amount of runoff averaged 0.04 m3/sec for one hour, and depth of root zone depth is 1.5m. Assume there no evaporation losses has been Occur. 23.5 % 76.5 % 25 % None of the above

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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A lake with a surface area of 3,250 acres was monitored over a period. During a three-monthperiod, the inflow was 52 cfs, the outflow was 41 cfs, and 5.25 in. of seepage loss was measured.During this same time period, the total precipitation recorded was 7.25 in. and evaporation losswas estimated to be 4.5 in. Estimate the change in storage for this lake during the time period,in inches
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