Question
i. The rate of silting for the catchment = 300 m³ / km² / year
ii. Life of the reservoir = 50 years
iii. Dead storage = 30
iv. The FSD of the canal at the head = 80 cm
v. The crop water requirement = 250 ha.m
vi. Dependable yield of the catchment = 0.29 m
Calculate the gross capacity of the reservoir.
a.
287.5 ha.m
b.
317.5 ha.m
c.
580 ha.m
d.
37.5 ha.m
Posted under Irrigation Engineering
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Q. The lowest portion of the capacity-elevation curve of a proposed irrigation reservoir draining 20 km² of catchment is represented by the following data: i. The rate of silting...
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