Comparison of Simulation Methods for Recharge Mounds Under Rectangular Basins

Author:

Chipongo Kudzai,Khiadani Mehdi

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Civil and Structural Engineering

Reference31 articles.

1. Asano T, Burton F, Leverenz H, Tsuchihashi R, Tchobanoglous G (2006) Water reuse: issues, technologies, and applications. Metcalf and Eddy, New York

2. Bala A, Kumar M, Rawat KS, Singh D (2013) Estimating time for formation of recharge mound and rate of recharge from percolation tank using a mathematical model. J Agric Phys 13(1):27–32

3. Bianchi WC, Haskell EE Jr (1968) Field observations compared with Dupuit-Forcheheimer theory for mound heights under a recharge basin. Water Resour Res. doi: 10.1029/WR004i005p01049

4. Bouwer H (2002) Artificial recharge of groundwater: hydrogeology and engineering. Hydrogeol J. doi: 10.1007/s10040-001-0182-4

5. Bouwer H, Back JT, Oliver JM (1999) Predicting infiltration and ground-water mounds for artificial recharge. J Hydrol Eng. doi: 10.1061/(ASCE)1084-0699(1999)4:4(350)

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