01 $):A stream of 135 l/s was delivered from a canal and 110 1/s were delivered to he field. An area of 2.6 ha was irrigated in 10 hrs. Effective depth of root zone was 1.8m. The runoff loss in the field was 530 m³. The depth of water penetration is varying from the head end of the field to the tail end as shown in the sketch below. Available moisture holding capacity of the soil is 47 cm for the total depth of soil. Determine water conveyance, water application, water storage, and water distribution efficiencies. The irrigation was started at a moisture extraction level of 65% of the available moisture. 1.8 1.7 1.65 1.5 ㅏㅏ H + + Head end 1.46 1.4 + 1.35 Tail end

01 $):A stream of 135 l/s was delivered from a canal and 110 1/s were delivered to he field. An area of 2.6 ha was irrigated in 10 hrs. Effective depth of root zone was 1.8m. The runoff loss in the field was 530 m³. The depth of water penetration is varying from the head end of the field to the tail end as shown in the sketch below. Available moisture holding capacity of the soil is 47 cm for the total depth of soil. Determine water conveyance, water application, water storage, and water distribution efficiencies. The irrigation was started at a moisture extraction level of 65% of the available moisture. 1.8 1.7 1.65 1.5 ㅏㅏ H + + Head end 1.46 1.4 + 1.35 Tail end

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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