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Prediction Of Sediment Delivery Rate

Prediction Of Sediment Delivery Rate

Rate of sediment accumulation in a reservoir can be found by two methods.
One approach depends on historical records of the silting rate for existing reservoirs and is purely empirical. The second general method of calculating the sediment delivery rate involves determining the rate of sediment transport as a function of stream discharge and density of suspended silt.

The quantity of bed load is considered a constant func- tion of the discharge because the sediment supply for the bed-load forces is always available in all but lined channels. An accepted formula for the quantity of sediment trans- ported as bed load is the Schoklitsch formula:

Gb=86.7*S3/2 (Qi – bqo)/ ? Dg

where
Gb= total bed load, lb/s (kg/s)

Dg =effective grain diameter, in (mm)

S= slope of energy gradient

Qi= total instantaneous discharge, ft3/s (m3/s)

b =width of river, ft (m)

qo =critical discharge, ft3/s (m3/s) per ft (m), of river width
=

(0.00532/S4/3)Dg

An approximate solution for bed load by the Schoklitsch formula can be made by determining or assuming mean values of slope, discharge, and single grain size representative of the bed-load sediment. A mean grain size of 0.04 in (about 1 mm) in diameter is reasonable for a river with a slope of about 1.0 ft/mi (0.189 m/km).

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Kanwarjot Singh

Kanwarjot Singh is the founder of Civil Engineering Portal, a leading civil engineering website which has been awarded as the best online publication by CIDC. He did his BE civil from Thapar University, Patiala and has been working on this website with his team of Civil Engineers.

One comment on "Prediction Of Sediment Delivery Rate"

R.Mansingh says:

sir,
ur pepars r ok but ineed project on K.T.Weir

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