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    Estimation of Annual Storm Runoff Coefficients by Continuous Simulation 

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Ashok Pandit; Ganesh Gopalakrishnan
    Publisher: American Society of Civil Engineers
    Abstract: A continuous simulation technique, based on the Soil Conservation Service (SCS) method, is used to determine annual storm runoff coefficients (ASRCs) for Orlando, Florida using 13 years of daily rainfall data. The ASRC, ...
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    Estimation of Annual Pollutant Loads under Wet-Weather Conditions 

    Source: Journal of Hydrologic Engineering:;1997:;Volume ( 002 ):;issue: 004
    Author(s): Ashok Pandit; Ganesh Gopalakrishnan
    Publisher: American Society of Civil Engineers
    Abstract: The Continuous Simulation Method (CSM) has been used to predict average annual total nitrogen storm-water loads, under wet-weather conditions, for various sites in Tampa, Florida. Predicted loads are compared to those ...
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    Estimations of Soil Conservation Service Curve Numbers for Concrete and Asphalt 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 004
    Author(s): Ashok Pandit; Howell H. Heck
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this study was to collect data to estimate curve number (CN) values for concrete and asphalt surfaces and to determine how these values are affected by rainfall intensity and duration, and pavement slope. ...
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    Estimation of Average Annual Removal Efficiencies of Wet Detention Ponds Using Continuous Simulation 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 011
    Author(s): Chi Hyueon Youn; Ashok Pandit
    Publisher: American Society of Civil Engineers
    Abstract: A curve-number-based, planning level, macrospreadsheet model wet pond annual efficiency simulation model (WEANES) has been developed to predict the average annual removal efficiencies (AARE) of wet detention ponds based ...
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    Spatial Calibration of Vertical Hydraulic Conductivity below an Estuary 

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 010
    Author(s): Ashok Pandit; Nawazish Ali; Howell H. Heck
    Publisher: American Society of Civil Engineers
    Abstract: The finite-difference model MODFLOW was used to model the flow of meteoric groundwater discharge (MGWD) into the Indian River Lagoon (IRL). The model was calibrated by four methods: (1) estimation of the root-mean-squared ...
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    Ground-Water Flow and Contamination Models: Description and Evaluation 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;1997:;Volume ( 001 ):;issue: 003
    Author(s): Ashok Pandit; Bijay K. Panigrahi; Lee Peyton; Lakshmi N. Reddi; Sayed M. Sayed; H. Emmett
    Publisher: American Society of Civil Engineers
    Abstract: This paper follows the work of Reddi and his colleagues, and summarizes the activities of the ASCE Groundwater Quality Committee in fulfilling tasks 4 and 5 outlined in their work. The capabilities and limitations of ...
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