The reservoir has a capacity of 10.5 Mm³ and is fed by a catchment of area 265 km². Mean annual runoff at the site is 405 mm. The annual sediment yield and the specific weight of the sediment deposits are estimated to be 1100 metric tons/km² and 12.15 kN/m³ respectively. Calculate the time it will take for the reservoir to fill up to leave a residual capacity of 2.5 Mm³ of water storage. The trap efficiency Y (%) may be approximated by Y = 100 [₁. 1 (100X+1) where X is the capacity-inflow ratio. Take 4 interval for trap efficiency calculation.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The reservoir has a capacity of 10.5 Mm³ and is fed by a
catchment of area 265 km². Mean annual runoff at the site
is 405 mm. The annual sediment yield and the specific weight
of the sediment deposits are estimated to be 1100 metric
tons/km² and 12.15 kN/m³ respectively. Calculate the time it
will take for the reservoir to fill up to leave a residual capacity
of 2.5 Mm³ of water storage. The trap efficiency Y (%) may be
approximated by Y = 100
[₁.
1
(100X+1)
where X is the capacity-inflow ratio. Take 4 interval for trap
efficiency calculation.
Transcribed Image Text:The reservoir has a capacity of 10.5 Mm³ and is fed by a catchment of area 265 km². Mean annual runoff at the site is 405 mm. The annual sediment yield and the specific weight of the sediment deposits are estimated to be 1100 metric tons/km² and 12.15 kN/m³ respectively. Calculate the time it will take for the reservoir to fill up to leave a residual capacity of 2.5 Mm³ of water storage. The trap efficiency Y (%) may be approximated by Y = 100 [₁. 1 (100X+1) where X is the capacity-inflow ratio. Take 4 interval for trap efficiency calculation.
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