A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to field having an area of 1.5 hac. The Irrigation is started at a moisture extraction level of 60% of the available moisture and then extends for 10 hours. Determine the following efficiencies: water conveyance, water application, water storage, and water distribution. The following information are known: effective depth of r.z. = 1.7 m, runoff loss in the field = 425 m3 , water penetration depth varies linearly from 1.7 m at the head end of the field to 1.1 m at the tail end, W.H.C. = 25cm/m depth of soil.
A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to field having an area of 1.5 hac. The Irrigation is started at a moisture extraction level of 60% of the available moisture and then extends for 10 hours. Determine the following efficiencies: water conveyance, water application, water storage, and water distribution. The following information are known: effective depth of r.z. = 1.7 m, runoff loss in the field = 425 m3 , water penetration depth varies linearly from 1.7 m at the head end of the field to 1.1 m at the tail end, W.H.C. = 25cm/m depth of soil.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to field
having an area of 1.5 hac. The Irrigation is started at a moisture extraction level of 60% of the
available moisture and then extends for 10 hours. Determine the following efficiencies: water
conveyance, water application, water storage, and water distribution. The following information are
known: effective depth of r.z. = 1.7 m, runoff loss in the field = 425 m3
, water penetration depth
varies linearly from 1.7 m at the head end of the field to 1.1 m at the tail end, W.H.C. = 25cm/m
depth of soil.
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