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    Construction-Associated Solids Loads with a Temporary Sediment Control BMP 

    Source: Journal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Theodore G. Cleveland; Adebola Fashokun
    Publisher: American Society of Civil Engineers
    Abstract: A highway construction site was monitored to determine the effectiveness of a temporary sediment control (rock-filter dam) that was part of the pollution prevention plan that protected storm water from leaving the site. ...
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    Optimal Configuration and Scheduling of Ground‐Water Tracer Test 

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Theodore G. Cleveland; William W.‐G. Yeh
    Publisher: American Society of Civil Engineers
    Abstract: A technique for jointly configuring and scheduling a monitoring network for an aquifer tracer test is presented. A dynamic programming (DP) algorithm is used to select among competing designs for a test to provide data for ...
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    Sampling Network Design for Transport Parameter Identification 

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Theodore G. Cleveland; William W.‐G. Yeh
    Publisher: American Society of Civil Engineers
    Abstract: An optimal experimental design algorithm is developed to facilitate the planning and the optimal configuration and scheduling of a ground‐water‐tracer test whose data are to be used to estimate model parameters. A maximal ...
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    Turbidity in Highway Construction Site Runoff: Preparing for Numerical Effluent Limits 

    Source: Journal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Holly L. Murphy; Audra N. Morse; Theodore G. Cleveland
    Publisher: American Society of Civil Engineers
    Abstract: A numerical turbidity limit that will affect highway construction sites to meet a standard turbidity value in the runoff was to be implemented in 2013. Although the limit appears to be deferred to future permits, this study ...
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    Generalized Additive Regression Models of Discharge and Mean Velocity Associated with Direct-Runoff Conditions in Texas: Utility of the U.S. Geological Survey Discharge Measurement Database 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 010
    Author(s): William H. Asquith; George R. Herrmann; Theodore G. Cleveland
    Publisher: American Society of Civil Engineers
    Abstract: A database containing more than 17,700 discharge values and ancillary hydraulic properties was assembled from summaries of discharge measurement records for 424 U.S. Geological Survey streamflow-gauging stations (stream ...
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    Feasibility of Fullerene Waste as Carbonaceous Adsorbent 

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Theodore G. Cleveland; Sanjay Garg; William G. Rixey
    Publisher: American Society of Civil Engineers
    Abstract: This note investigates using the waste soot generated in fullerene manufacture as an adsorbent. Both oven-dried and air-activated samples of waste soot are compared with three commercially available powdered activated ...
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    Synthesis of Unit Hydrographs from a Digital Elevation Model 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Theodore G. Cleveland; David B. Thompson; Xing Fang; Xin He
    Publisher: American Society of Civil Engineers
    Abstract: Characterization of hydrologic processes of a watershed requires estimation of the specific time-response characteristics of the watershed. In the absence of observations these characteristics are estimated from watershed ...
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    Variations of Time of Concentration Estimates Using NRCS Velocity Method 

    Source: Journal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Xing Fang; David B. Thompson; Theodore G. Cleveland; Pratistha Pradhan
    Publisher: American Society of Civil Engineers
    Abstract: Time of concentration
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    Instantaneous Unit Hydrograph Evaluation for Rainfall-Runoff Modeling of Small Watersheds in North and South Central Texas 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Theodore G. Cleveland; Xin He; William H. Asquith; Xing Fang; David B. Thompson
    Publisher: American Society of Civil Engineers
    Abstract: Data from over 1,600 storms at 91 stations in Texas are analyzed to evaluate an instantaneous unit hydrograph (IUH) model for rainfall-runoff models. The model is fit to observed data using two different merit functions: ...
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    Rate-Based Estimation of the Runoff Coefficients for Selected Watersheds in Texas 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 012
    Author(s): Nirajan Dhakal; Xing Fang; William H. Asquith; Theodore G. Cleveland; David B. Thompson
    Publisher: American Society of Civil Engineers
    Abstract: The runoff coefficient,
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