the advance equation for a border is (t=0.8x) where (t) in minutes and (x) in meters; the recession equation is (t-Ta+0.2x), Ta is the application time, and the infiltration equation is (D=5t^0.7), D in mm and t in minutes. If the application time is 180 minutes, the length of the water run is 300 m, and the irrigation adequacy is 85%, then the NDI is approximated :to None of these options A mm 150 .B mm 200 .C mm 50 .D

the advance equation for a border is (t=0.8x) where (t) in minutes and (x) in meters; the recession equation is (t-Ta+0.2x), Ta is the application time, and the infiltration equation is (D=5t^0.7), D in mm and t in minutes. If the application time is 180 minutes, the length of the water run is 300 m, and the irrigation adequacy is 85%, then the NDI is approximated :to None of these options A mm 150 .B mm 200 .C mm 50 .D

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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