О. No. 03; A stream of 135 L/s was diverted from a canal and 100 L/s were delivered to the field. An area of 1.6 hectares was irrigated in 8 hours. The effective depth of root zone was 1.8 m. the runoff loss in the field was 432 m3. The depth of water penetration varied linearly from 1.8 m at the head end of the field to 1.2 m at the tail end. Available moisture holding capacity of the soil is 20 cm per meter depth of soil. Irrigation was started at a moisture extraction level of 50 percent of the available moisture. Determine; The water conveyance efficiency b. The water application efficiency The water storage efficiency d. The water distribution efficiency а. с.

О. No. 03; A stream of 135 L/s was diverted from a canal and 100 L/s were delivered to the field. An area of 1.6 hectares was irrigated in 8 hours. The effective depth of root zone was 1.8 m. the runoff loss in the field was 432 m3. The depth of water penetration varied linearly from 1.8 m at the head end of the field to 1.2 m at the tail end. Available moisture holding capacity of the soil is 20 cm per meter depth of soil. Irrigation was started at a moisture extraction level of 50 percent of the available moisture. Determine; The water conveyance efficiency b. The water application efficiency The water storage efficiency d. The water distribution efficiency а. с.

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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