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    Upscaling Surface Runoff Routing Processes in Large-Scale Hydrologic Models: Application to the Ohio River Basin 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Yuanhao Zhao; Edward Beighley
    Publisher: American Society of Civil Engineers
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    Predicting Model Uncertainty at River Junctions due to Drainage Network Structure 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author(s): R. Edward Beighley; Yiping He
    Publisher: American Society of Civil Engineers
    Abstract: The mixing of water, solutes, and sediments from two or more tributaries produces streamflow possessing unique biogeochemical, ecological, hydrological, and morphological signatures. To understand and predict these signatures, ...
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    Flood Frequency Hydrology with Limited Data for the Weser River Basin, Germany 

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Jeffrey McCollum; Edward Beighley
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates challenges of and solutions for estimating regional flood discharges from a limited number of stream gauge records with varying lengths. Routine application of standard analytical flood frequency ...
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    Using GIS to Determine Extent of Gauged Streams in a Region 

    Source: Journal of Hydrologic Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author(s): Glenn E. Moglen; R. Edward Beighley
    Publisher: American Society of Civil Engineers
    Abstract: A geographic information system (GIS) based approach to quantify the coverage provided by a stream gauge network is presented. This approach relies on digital elevation models, a digital representation of the observed ...
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    Trend Assessment in Rainfall-Runoff Behavior in Urbanizing Watersheds 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 001
    Author(s): R. Edward Beighley; Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: A typical flood frequency analysis is based on gauged annual maximum discharges. One assumption behind the analysis is that the measured discharge signal is stationary. The validity of this assumption can be difficult to ...
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    Effects of Impervious Area Estimation Methods on Simulated Peak Discharges 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 004
    Author(s): R. Edward Beighley; Maryam Kargar; Yiping He
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the variability of simulated flood discharges is evaluated using two methods for estimating impervious surfaces and common design methods in the Mission Creek watershed
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    Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): R. Edward Beighley; Julio R. Valdes
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents an experimental study conducted to evaluate the performance of two commonly used sediment treatment control products, albeit with contrasting treatment technologies: a fiber roll or wattle (i.e., ...
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    Estimating Flood Discharges in Reservoir-Regulated River Basins by Integrating Synthetic SWOT Satellite Observations and Hydrologic Modeling 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author(s): Yeosang Yoon; Edward Beighley; Hyongki Lee; Tamlin Pavelsky; George Allen
    Publisher: American Society of Civil Engineers
    Abstract: Lakes and reservoirs are widely used for water supply and flood control, especially during large storm events. In hydrologic modeling applications, accounting for the regulated behavior of reservoirs distributed throughout ...
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    Subsurface Response Model for Storm Events within Susquehanna River Basin 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 002
    Author(s): R. Edward Beighley; Dennis L. Johnson; Arthur C. Miller
    Publisher: American Society of Civil Engineers
    Abstract: A three-equation model for subsurface response is presented. The model is based on storm events for various sized watersheds within the Susquehanna River Basin. The equations represent the peak flow, time to peak, and time ...
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    Estimating Flood Discharges in Reservoir-Regulated River Basins by Integrating Synthetic SWOT Satellite Observations and Hydrologic Modeling 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author(s): Yeosang Yoon; Edward Beighley; Hyongki Lee; Tamlin Pavelsky; George Allen
    Publisher: American Society of Civil Engineers
    Abstract: Lakes and reservoirs are widely used for water supply and flood control, especially during large storm events. In hydrologic modeling applications, accounting for the regulated behavior of reservoirs distributed throughout ...
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