Please use this identifier to cite or link to this item: https://hdl.handle.net/10321/805
Title: One-dimensional finite difference approach for sedimentation process in sand filled reservoirs
Authors: Olufayo, O. A. 
Ochieng, George M.
Ndambuki, Julius M. 
Otieno, Fredrick Alfred O. 
Keywords: Groundwater;Water supply;Solid-fluid mixture;Aquifer storage;Numerical method
Issue Date: 4-Apr-2011
Publisher: Academic Journals
Source: Olufayo, O.A., Ochieng, G.M., Ndambuki, J.M., Otieno, F.A.O. "One-dimensional finite difference approach for sedimentation process in sand filled reservoirs." International Journal of the Physical Sciences. Vol. 6 (7), (2011) pp: 1635-1542
Journal: International journal of physical sciences 
Abstract: 
There have been continuing efforts to decrease silt deposits due to interstitial blockage in sand-filled reservoirs. However, estimating weir height to allow for deposition of required grain sizes is difficult. This paper presents a numerical process-imitating model aimed at improving water storage potential in sand filled reservoirs. The technique uses a finite difference (FD) numerical model to numerically solve mass balance continuity equation built upon the conservative laws of solid-fluid mixture hydrodynamics. Present investigation shows that barrier height used in sand-filled reservoirs determines the grade quality of deposited sands. The predictions of the model compared with laboratory measurements show agreement between computational and experimental results. The study could provide economic and suitability data for increasing water supplies to a small community through determination of appropriate weir height that will increase subsurface water storage potential.
URI: http://hdl.handle.net/10321/805
ISSN: 1992-1950
DOI: https://doi.org/10.5897/IJPS11.241
Appears in Collections:Research Publications (Academic Support)

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