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    Mapping Vegetation-Resistance Parameters in Wetlands Using Generated Waves 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): A. M. Wasantha Lal
    Publisher: American Society of Civil Engineers
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    Weighted Implicit Finite-Volume Model for Overland Flow 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): A. M. Wasantha Lal
    Publisher: American Society of Civil Engineers
    Abstract: A weighted implicit finite-volume model is developed to simulate two-dimensional diffusion flow in arbitrarily shaped areas. The model uses a mixture of unstructured triangles and quadrilaterals to discretize the domain, ...
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    Modification of Canal Flow due to Stream-Aquifer Interaction 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): A. M. Wasantha Lal
    Publisher: American Society of Civil Engineers
    Abstract: Unsteady canal flow in an integrated canal-flow–groundwater-flow system is analyzed by solving the coupled equations governing canal flow, groundwater flow and the seepage between them. Analytical solutions are obtained ...
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    Calibration of Riverbed Roughness 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): A. M. Wasantha Lal
    Publisher: American Society of Civil Engineers
    Abstract: Singular value decomposition is used to calibrate the Manning's roughness coefficients in a one-dimensional unsteady flow model of the Upper Niagara River. The method is used to solve for the parameters after formulating ...
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    Performance Comparison of Overland Flow Algorithms 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): A. M. Wasantha Lal
    Publisher: American Society of Civil Engineers
    Abstract: Two regional models, the South Florida Water Management Model (SFWMM) and the Natural System Model (NSM), are applied to analyze and predict water conditions in the Everglades and South Florida. Both of these models use ...
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    Analytical Methods and Field Applications to Test the TVDLF Method in Hillslopes and Wetlands 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020085
    Author(s): A. M. Wasantha Lal
    Publisher: ASCE
    Abstract: With the increased emphasis on developing integrated models capable of simulating runoff through hydrologic systems that include hillslopes and wetlands, analytical solutions have become useful in analyzing and testing ...
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    Implicit TVDLF Methods for Diffusion and Kinematic Flows 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author(s): A. M. Wasantha Lal; Gabor Toth
    Publisher: American Society of Civil Engineers
    Abstract: Diffusion-wave and kinematic-wave approximations of the St. Venant equations are commonly used in physically based, regional hydrologic models because they have high computational efficiency and use fewer equations. ...
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    Mathematical Model for River Ice Processes 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): A. M. Wasantha Lal; Hung Tao Shen
    Publisher: American Society of Civil Engineers
    Abstract: A computer model RICE is developed for simulating ice processes in rivers. In the river‐hydraulics component, the flow condition is determined from one‐dimensional unsteady flow equations. In the thermal component, ...
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    Case Study: Model to Simulate Regional Flow in South Florida 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): A. M. Wasantha Lal; Randy Van Zee; Mark Belnap
    Publisher: American Society of Civil Engineers
    Abstract: South Florida has a complex regional hydrologic system that consists of thousands of miles of networked canals, sloughs, highly pervious aquifers, open areas subjected to overland flow and sheet flow, agricultural areas ...
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    Numerical Simulation of River Ice Processes 

    Source: Journal of Cold Regions Engineering:;1995:;Volume ( 009 ):;issue: 003
    Author(s): Hung Tao Shen; De Sheng Wang; A. M. Wasantha Lal
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the formulation of a one-dimensional river-ice simulation model RICEN. The model consists of two major parts: (1) An unsteady flow model for a channel network with ice; and (2) a thermal and ice condition ...
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