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On the Prediction of Ground-Water Mound Formation in Response to Transient Recharge from a Circular Basin

Author

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  • S. Rai
  • D. Ramana
  • R. Singh

Abstract

An analytical solution of the linearized Boussinesq equation is developed to predict the formation of a ground-water mound in an aquifer system in response to localized time-varying recharge. The recharge is applied from a centrally located circular basin. The solution is obtained using an eigenvalue-eigenfunction method. The solution for a constant recharge rate is shown as a special case of the solution for a time-varying recharge rate. Application of the solution to predict ground-water mound formation is demonstrated by a numerical example. Effects of variation in the rate of reachrge, size of recharge basin and the saturated hydraulic conductivity on the growth of the water-table are also investigated. Copyright Kluwer Academic Publishers 1998

Suggested Citation

  • S. Rai & D. Ramana & R. Singh, 1998. "On the Prediction of Ground-Water Mound Formation in Response to Transient Recharge from a Circular Basin," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 12(4), pages 271-284, August.
  • Handle: RePEc:spr:waterr:v:12:y:1998:i:4:p:271-284
    DOI: 10.1023/A:1008068114934
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    Cited by:

    1. Peipei Zhao & Mingan Shao & Tiejun Wang, 2010. "Spatial Distributions of Soil Surface-Layer Saturated Hydraulic Conductivity and Controlling Factors on Dam Farmlands," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 24(10), pages 2247-2266, August.

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