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    Hydrology and Impervious Areas 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 004
    Author(s): Glenn E. Moglen
    Publisher: American Society of Civil Engineers
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    Parsimonious Mathematical Characterization of Channel Shape and Size 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 012
    Author(s): Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: This work has two purposes: (1) starting from the classic hydraulic geometry formulation, present a mathematically parsimonious, two-parameter, characterization of channel shape and size; and (2) analytically ...
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    Water Resources Adaptation to Climate and Demand Change in the Potomac River 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): James H. Stagge; Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: The effects of climate change are increasingly considered in conjunction with changes in water demand and reservoir sedimentation in forecasts of water supply vulnerability. Here, the relative effects of these factors are ...
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    Spurious Correlation in the USEPA Rating Curve Method for Estimating Pollutant Loads 

    Source: Journal of Environmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Dorianne E. Shivers; Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: Water quality models are important tools used for developing total maximum daily loads (TMDLs), which are used to implement water quality standards. The writers have developed a tool which spatially interpolates output ...
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    Multicriterion Stormwater Management Methods 

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Richard H. McCuen; Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: Both theory and experience indicate that, while detention basins designed to control peak discharge are effective in controlling peak rates, the basins are ineffective in controlling the degradation of erodible channels ...
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    Estimating the Hydrological Influence of Maryland State Dams Using GIS and the HEC-1 Model 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): Eric J. Gross; Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: This study develops a quantitative relation defining the extent of influence that a dam imposes on annual peak streamflow, and employs the developed relation to retain the use of some USGS gauges in the state of Maryland ...
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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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    Resolution Effects on Hydrologic Modeling Parameters and Peak Discharge 

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author(s): Glenn E. Moglen; Ginger L. Hartman
    Publisher: American Society of Civil Engineers
    Abstract: The writers examine the effects of digital elevation model (DEM) grid size on hydrologic modeling. The Natural Resources Conservation Service TR-55 model is used to estimate peak discharges from 44 watersheds in central ...
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    Spatial Patterns of Urban Development from Optimization of Flood Peaks and Imperviousness-Based Measures 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 004
    Author(s): Alfonso I. Mejía; Glenn E. Moglen
    Publisher: American Society of Civil Engineers
    Abstract: Urban development within a watershed can take on a wide and diverse range of spatial patterns. The terms “sprawl” and “clustered” development, for example, are frequent in the literature, spanning the spectrum of possible ...
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