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    Discussion of “Unsteady-State Inverse Chlorine Modeling in Pipe Networks” by A. S. Al-Omari and M. Hanif Chaudhry 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): M. S. Mohan Kumar; G. R. Munavalli
    Publisher: American Society of Civil Engineers
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    Pattern of Two-Phase (DNAPL-Water) Flow through Single Fracture under Temporal Evolution of Aperture 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 002
    Author(s): Shibani Jha; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: Coupling of two-phase flow with mechanical deformation has important applications in many fields, including dense nonaqueous phase liquid (DNAPL)–water transportation through the subsurface. To understand and couple the ...
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    Modeling of Flow and Advection Dominant Solute Transport in Variably Saturated Porous Media 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 001
    Author(s): Veena S. Soraganvi; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: In this paper we are presenting a numerical model to simulate transient flow and solute transport through a variably saturated zone. The mixed form of the Richards equation is used for the solution of the flow component ...
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    Water Quality Parameter Estimation in Steady-State Distribution System 

    Source: Journal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 002
    Author(s): G. R. Munavalli; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: The maintenance of chlorine residual is needed at all the points in the distribution system supplied with chlorine as a disinfectant. The propagation and level of chlorine in a distribution system is affected by both bulk ...
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    Optimal Scheduling of Multiple Chlorine Sources in Water Distribution Systems 

    Source: Journal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 006
    Author(s): G. R. Munavalli; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: The specified range of free chlorine residual (between minimum and maximum) in water distribution systems needs to be maintained to avoid deterioration of the microbial quality of water, control taste and/or odor problems, ...
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    Modeling Equitable Distribution of Water: Dynamic Inversion-Based Controller Approach 

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Usha Manohar; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: It is a well-known fact that most of the developing countries have intermittent water supply and the quantity of water supplied from the source is also not distributed equitably among the consumers. Aged pipelines, pump ...
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    Analysis and Upscaling of Unsaturated Flow through Randomly Heterogeneous Soil 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Veena S. Soraganvi; Rachid Ababou; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
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    Transients in Canal Network 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Rajeev Misra; K. Sridharan; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: A study is made of transients in canal networks using a mathematical model based on St. Venant equations. The transient effects of different combinations of types, location, and operation of control structures are studied. ...
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    Integrated Approach in the Quantitative and Qualitative Control of Water Distribution Systems through Control Systems 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2012:;Volume ( 016 ):;issue: 002
    Author(s): Celia D. D’Souza; M. S. Mohan Kumar
    Publisher: American Society of Civil Engineers
    Abstract: An integrated approach in the control of flow and quality in water distribution systems has been proposed. Simultaneous proportional integrated derivative (SIM-PID) and normalized proportional integrated derivative (NOM-PID) ...
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