Given the following data for the peak period for upland rice : Et, = 6 mm/day; kc =1.17; P = 3 mm/day; ER = 12 mm in 10 days; Ea = 70%, Ec= 80% Where: Reference crop Evapotranspiration (ET), Crop Coefficient (kc), Percolation(P), Effective Rainfall (ER); application efficiency (Ea); conveyance efficiency (Ec). Assume saturated conditions but no submergence. Area irrigated per Turnout are as follows: Turnout 1 = 12 ha; Turnout 2 = 15 ha and Turnout 3 = 18 has. Compute the farm Turnour Requirement in lps.

Given the following data for the peak period for upland rice : Et, = 6 mm/day; kc =1.17; P = 3 mm/day; ER = 12 mm in 10 days; Ea = 70%, Ec= 80% Where: Reference crop Evapotranspiration (ET), Crop Coefficient (kc), Percolation(P), Effective Rainfall (ER); application efficiency (Ea); conveyance efficiency (Ec). Assume saturated conditions but no submergence. Area irrigated per Turnout are as follows: Turnout 1 = 12 ha; Turnout 2 = 15 ha and Turnout 3 = 18 has. Compute the farm Turnour Requirement in lps.

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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