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Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. bris orlf Q1/ A farm with dimensions and slopes shown in the figure below .If you asked to design a border irrigation system, find the width and number of the borders, Total time to irrigate the farm and the recession lag time if you know that Netw depth of irrigation = 63mm and the farm losses from irrigation= 22 mm and leaching requirement = 5 mm .Manning coefficient = 0.25, Application time for irrigation 90 minutes for each border, 10 Length of border equal to 300m. Width of the agricultural machine equal to 2.5m. lotin M bas alexan ari terb ansi Sx (ah M 21) etimo vasm wel ED megini qib ditw bisit 2019 dzwoni noitegini to some noite.com bo- nollegmi Sy-0.4% noiluloz (hEM 21) d Wmax 400CS n* 1000 Qu) 0.6 Slope of irrigation % Maximum border width 1000 d = S0.3 0-0.1 30 GDI 0.1-0.5 20 Qu60 Ta=L*1*. 1000 0.5-1 15 d² 1-2 12.5 T₁ = 1200 * Qu✶ Si 2-4 10 4-6 7.5

Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. bris orlf Q1/ A farm with dimensions and slopes shown in the figure below .If you asked to design a border irrigation system, find the width and number of the borders, Total time to irrigate the farm and the recession lag time if you know that Netw depth of irrigation = 63mm and the farm losses from irrigation= 22 mm and leaching requirement = 5 mm .Manning coefficient = 0.25, Application time for irrigation 90 minutes for each border, 10 Length of border equal to 300m. Width of the agricultural machine equal to 2.5m. lotin M bas alexan ari terb ansi Sx (ah M 21) etimo vasm wel ED megini qib ditw bisit 2019 dzwoni noitegini to some noite.com bo- nollegmi Sy-0.4% noiluloz (hEM 21) d Wmax 400CS n* 1000 Qu) 0.6 Slope of irrigation % Maximum border width 1000 d = S0.3 0-0.1 30 GDI 0.1-0.5 20 Qu60 Ta=L*1*. 1000 0.5-1 15 d² 1-2 12.5 T₁ = 1200 * Qu✶ Si 2-4 10 4-6 7.5

Structural Analysis
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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Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. bris orlf Q1/ A farm with dimensions and slopes shown in the figure below .If you asked to design a border irrigation system, find the width and number of the borders, Total time to irrigate the farm and the recession lag time if you know that Netw depth of irrigation = 63mm and the farm losses from irrigation= 22 mm and leaching requirement = 5 mm .Manning coefficient = 0.25, Application time for irrigation 90 minutes for each border, 10 Length of border equal to 300m. Width of the agricultural machine equal to 2.5m. lotin M bas alexan ari terb ansi Sx (ah M 21) etimo vasm wel ED megini qib ditw bisit 2019 dzwoni noitegini to some noite.com bo- nollegmi Sy-0.4% noiluloz (hEM 21) d Wmax 400CS n* 1000 Qu) 0.6 Slope of irrigation % Maximum border width 1000 d = S0.3 0-0.1 30 GDI 0.1-0.5 20 Qu60 Ta=L*1*. 1000 0.5-1 15 d² 1-2 12.5 T₁ = 1200 * Qu✶ Si 2-4 10 4-6 7.5
Transcribed Image Text:Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. bris orlf Q1/ A farm with dimensions and slopes shown in the figure below .If you asked to design a border irrigation system, find the width and number of the borders, Total time to irrigate the farm and the recession lag time if you know that Netw depth of irrigation = 63mm and the farm losses from irrigation= 22 mm and leaching requirement = 5 mm .Manning coefficient = 0.25, Application time for irrigation 90 minutes for each border, 10 Length of border equal to 300m. Width of the agricultural machine equal to 2.5m. lotin M bas alexan ari terb ansi Sx (ah M 21) etimo vasm wel ED megini qib ditw bisit 2019 dzwoni noitegini to some noite.com bo- nollegmi Sy-0.4% noiluloz (hEM 21) d Wmax 400CS n* 1000 Qu) 0.6 Slope of irrigation % Maximum border width 1000 d = S0.3 0-0.1 30 GDI 0.1-0.5 20 Qu60 Ta=L*1*. 1000 0.5-1 15 d² 1-2 12.5 T₁ = 1200 * Qu✶ Si 2-4 10 4-6 7.5
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