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    Finite Difference Solution of Boussinesq Unsteady‐State Equation for Highly Sloping Lands 

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): K. N. Shukla; H. S. Chauhan; V. K. Srivastava
    Publisher: American Society of Civil Engineers
    Abstract: Various analytical and numerical solutions are available for the steady‐state form of Boussinesq's equation describing the phreatic surface on sloping lands. Except for the experimental results of Luthin and Guitjens (1967), ...
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    Transient Drainage to Partially Penetrating Drains in Sloping Aquifers 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): K. N. Shukla; H. S. Chauhan; V. K. Srivastava
    Publisher: American Society of Civil Engineers
    Abstract: The nonlinear Boussinesq unsteady-state differential equation used for evaluating drainage of sloping lands with drains lying at a distance above the impermeable layer was solved. A combination of explicit and implicit ...
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    Transient Canal Seepage to Sloping Aquifer 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Sheik M. H. Yussuff; H. S. Chauhan; Manoj Kumar; V. K. Srivastava
    Publisher: American Society of Civil Engineers
    Abstract: The problem of seepage from an unlined earthen canal is considered. The phreatic surface generated on the two sides of the canal is characterized by the nonlinear Boussinesq equation incorporating the slope element. A ...
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