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    Erratum for “Closure to ‘Seepage through a Levee’ by G. C. Mishra and A. K. Singh” 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 004
    Author(s): G. C. Mishra; A. K. Singh
    Publisher: American Society of Civil Engineers
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    Seepage through a Levee 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 001
    Author(s): G. C. Mishra; A. K. Singh
    Publisher: American Society of Civil Engineers
    Abstract: A steady-state two-dimensional unconfined flow through a homogeneous levee with a horizontal toe drain resting on an impervious base has been analyzed. Unlike in Kozeny’s method, the hydraulic resistance of the soil in a ...
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    Closure to “Seepage through a Levee” by G. C. Mishra and A. K. Singh 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 003
    Author(s): G. C. Mishra; A. K. Singh
    Publisher: American Society of Civil Engineers
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    Unsteady Solution for Well Recharge in a Low Diffusive Aquifer 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): G. C. Mishra; P. K. Majumdar
    Publisher: American Society of Civil Engineers
    Abstract: Finite aquifer solution exists for the constant head in a fully penetrating well. Their use for well recharge is limited, as they do not permit simultaneous computation of unsteady wellhead pressure and variable recharge ...
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    Coupled Solution for Forced Recharge in Confined Aquifers 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    Author(s): P. K. Majumdar; G. C. Mishra; M. Sekhar; K. Sridharan
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions for forced well recharge currently in use were initially developed for pumping scenarios and applied for recharge cases assuming that radial flow in the recharge well replicates a mirror image of that ...
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    Numerical Simulation of Groundwater Flow with Gradually Increasing Heterogeneity due to Clogging 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): P. K. Majumdar; M. Sekhar; K. Sridharan; G. C. Mishra
    Publisher: American Society of Civil Engineers
    Abstract: Well injection replenishes depleting water levels in a well field. Observation well water levels some distance away from the injection well are the indicators of the success of a well injection program. Simulation of the ...
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    Design of a Rigid Cutoff Wall 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 004
    Author(s): A. K. Singh; G. C. Mishra; N. K. Samadhiya; C. S. P. Ojha
    Publisher: American Society of Civil Engineers
    Abstract: A sheet pile cutoff wall simply called cutoff wall is used in almost all types of water retaining structures to reduce the exit gradient at the downstream toe and prevent the chances of sand boiling and piping. In 1954, ...
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    Conjunctive Use of Surface and Groundwater for Coastal and Deltaic Systems 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 003
    Author(s): S. V. N. Rao; S. Murty Bhallamudi; B. S. Thandaveswara; G. C. Mishra
    Publisher: American Society of Civil Engineers
    Abstract: A regional conjunctive use model is developed for a near-real deltaic aquifer system, irrigated from a diversion system, with some reference to hydrogeoclimatic conditions prevalent in the east coastal deltas of India. ...
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