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    Analytical Solutions of Seepage into Ditches from Ponded Fields 

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Gautam Barua; K. N. Tiwari
    Publisher: American Society of Civil Engineers
    Abstract: A steady-state theory is developed for the seepage of ponded water into equally spaced drainage ditches in a homogeneous and anisotropic soil overlying an impervious barrier. Solutions are obtained for two general cases ...
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    Modeling Hydrological Processes in Hillslope Watershed of Humid Tropics 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Noble Abraham; K. N. Tiwari
    Publisher: American Society of Civil Engineers
    Abstract: Hydrological studies were conducted in a lateritic hillslope watershed of Kerala, a humid tropical region in India. The watershed characteristics, soil moisture properties, and hydrological processes were evaluated. The ...
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    Ditch Drainage Theories for Homogeneous Anisotropic Soil 

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Gautam Barua; K. N. Tiwari
    Publisher: American Society of Civil Engineers
    Abstract: The problem of seepage of steady rainfall or irrigation recharge into a homogeneous and anisotropic soil medium, drained by equally spaced ditch drains overlying a barrier, is solved. Two general cases of the problem are ...
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    Theories of Ditch Drainage in Layered Anisotropic Soil 

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): G. Barua; K. N. Tiwari
    Publisher: American Society of Civil Engineers
    Abstract: Approximate theoretical formulas are derived for predicting the water table position for steady rainfall or steady irrigation recharge into soil bounded by equally spaced ditch drains dug up to an impervious layer in ...
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    RS and Geographical Information System–Based Evaluation of Distributed and Composite Curve Number Techniques 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 011
    Author(s): S. K. Jena; K. N. Tiwari; Ashish Pandey; S. K. Mishra
    Publisher: American Society of Civil Engineers
    Abstract: This paper compares the composite and distributed curve number (CN) techniques in computation of runoff from a hypothetical watershed of
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