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    Optimal Design of a Special Class of Curvilinear Bottomed Channel Section 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
    Abstract: Section elements of a new class of curvilinear bottomed channel whose boundary maps along a circle onto the hodograph plane have been investigated in the study. The perimeter of this type of channel always lies between an ...
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    Analysis of Seepage from Polygon Channels 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
    Abstract: An exact analytical solution for the quantity of seepage from a trapezoidal channel underlain by a drainage layer at a shallow depth has been obtained using an inverse hodograph and a Schwarz-Christoffel transformation. ...
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    Discussion of “Seepage through a Levee” by G. C. Mishra and A. K. Singh 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 003
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
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    Optimal Design of Parabolic Canal Section 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
    Abstract: Optimal design equations for a parabolic canal section are presented in this paper. The design equations for a minimum earthwork cost section and a minimum cost lined section are in explicit form and result in optimal ...
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    Determination of Length of a Horizontal Drain in Homogeneous Earth Dams 

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
    Abstract: An earth dam can be prevented from a seepage failure due to softening of the downstream slope by providing a rock toe or horizontal drainage blanket. Analytical solutions are not available for determining the length of the ...
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    Closure to “Determination of Length of a Horizontal Drain in Homogeneous Earth Dams” by Bhagu R. Chahar 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
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    Discussion of “Simplified Accurate Solution for Design of Erodible Trapezoidal Channels” by Ali R. Vatankhah and Said M. Easa 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 005
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
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    Discussion of “Least-Cost and Most Efficient Channel Cross Sections” by Gerald E. Blackler and James C. Y. Guo 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
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    Recharge from an Array of Polygonal Channels 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author(s): Mahender Choudhary; Bhagu R. Chahar
    Publisher: American Society of Civil Engineers
    Abstract: An exact analytical solution for the quantity of recharge from an array of trapezoidal channels underlain by a drainage layer at a shallow depth has been obtained using an inverse hodograph and Schwarz-Christoffel ...
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    Steady Subsurface Drainage of Ponded Surface by an Array of Parallel Ditches 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 008
    Author(s): Bhagu R. Chahar; Ghanshyam P. Vadodaria
    Publisher: American Society of Civil Engineers
    Abstract: An array of ditches method of subsurface drainage is advantageous for various playgrounds, golf courses, parks, and also for orchard plantation where there is little farming operations. A comprehensive analytical solution ...
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