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The following information is available in a for use sediment storage got a downstreem effective catchment an in estimating reservoir dead Location. The reservoir has yield and area of 35km² and the average slope of the river from the catchment bounday. Celevation 100m; distance = 3km)

The following information is available in a for use sediment storage got a downstreem effective catchment an in estimating reservoir dead Location. The reservoir has yield and area of 35km² and the average slope of the river from the catchment bounday. Celevation 100m; distance = 3km)

Structural Analysis
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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for use The following information is available in a catchment in estimating sediment reservoir dead storage yield and Location. The reservoir of 35km² and area tiver est a downstream. has an effective eatchment the from the catchment average slope of the boundary Celevation 100m; distance = 3km. Catchment Characteristics. Nalue 1.2m 20 Mean annual Preciportation. SASE CSome actively eroding drect to clam) STO C Good drained soil of coarse density) VC C Moderately good regetation) 15 10 sediment yield using the Estimate following equation |Sy = 0.0194 X Areai 0₁2 X STD0.7 X VCO.S 0.3 X MAP Slope SASE ¹2 where Sy = Secliment Weld (t/km² / year) Area area MAP = Mean annual precipitation (mm) Slope - River slope from the catchment boundary to the cam SASE = Signs of active soil erasion STD = Soil type and drainage Vegetation condition VC =
Transcribed Image Text:for use The following information is available in a catchment in estimating sediment reservoir dead storage yield and Location. The reservoir of 35km² and area tiver est a downstream. has an effective eatchment the from the catchment average slope of the boundary Celevation 100m; distance = 3km. Catchment Characteristics. Nalue 1.2m 20 Mean annual Preciportation. SASE CSome actively eroding drect to clam) STO C Good drained soil of coarse density) VC C Moderately good regetation) 15 10 sediment yield using the Estimate following equation |Sy = 0.0194 X Areai 0₁2 X STD0.7 X VCO.S 0.3 X MAP Slope SASE ¹2 where Sy = Secliment Weld (t/km² / year) Area area MAP = Mean annual precipitation (mm) Slope - River slope from the catchment boundary to the cam SASE = Signs of active soil erasion STD = Soil type and drainage Vegetation condition VC =
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