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    AN UNUSUAL HALO OBSERVED AT NEW HAVEN, CONN., FEBRUARY 25, 1922 

    Source: Monthly Weather Review:;1922:;Volume( 050 ):;issue: 003:;page 131
    Author(s): HASTINGS, CHARLES S.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    Closure to “Reaeration Equations Derived from U.S. Geological Survey Database” by Charles S. Melching 

    Source: Journal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author(s): Charles S. Melching
    Publisher: American Society of Civil Engineers
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    A GENERAL THEORY OF HALOS 

    Source: Monthly Weather Review:;1920:;Volume( 048 ):;issue: 001:;page 322
    Author(s): HASTINGS, CHARLES S.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    Discussion of “Need for Specification Format that Accommodates Engineered Projects” by Charles S. Barger 

    Source: Journal of Construction Engineering and Management:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Charles S. Barger
    Publisher: American Society of Civil Engineers
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    Comparison of Kinematic-Wave and Nonlinear Reservoir Routing of Urban Watershed Runoff 

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 001
    Author(s): Yiying Xiong; Charles S. Melching
    Publisher: American Society of Civil Engineers
    Abstract: The linkage of surface runoff in urban areas to water quantity and quality has been studied extensively in the literature. Many computer models based on different routing theories have been developed to simulate the ...
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    Comparison of Computed and Experimentally Assessed Times of Concentration for a V-Shaped Laboratory Watershed 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 012
    Author(s): Jin Liang; Charles S. Melching
    Publisher: American Society of Civil Engineers
    Abstract: In comparison with a kinematic wave–based equation for estimation of the time of concentration, three methods, Ben-Zvi’s method, the modified Ben-Zvi method, and Izzard’s method, were applied to determine the time of ...
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    Improved First‐Order Uncertainty Method for Water‐Quality Modeling 

    Source: Journal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Charles S. Melching; Sharath Anmangandla
    Publisher: American Society of Civil Engineers
    Abstract: Uncertainties are unavoidable in water‐quality modeling and subsequent management decisions. Monte Carlo simulation and first‐order uncertainty analysis (involving linearization at central values of the uncertain variables) ...
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    Sensitivity Analysis of a Water-Quality Model Using Latin Hypercube Sampling 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Gemma Manache; Charles S. Melching
    Publisher: American Society of Civil Engineers
    Abstract: Decisions about water pollution control and management in river systems are increasingly based on predictions made with water quality models. Many uncertainties are associated with the development and calibration of such ...
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    Uncertainty in Coupled Nonpoint Source and Stream Water-Quality Models 

    Source: Journal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 006
    Author(s): Charles S. Melching; Willy Bauwens
    Publisher: American Society of Civil Engineers
    Abstract: Latin hypercube sampling (LHS) and the mean first-order reliability method are applied to determine the parameters significantly affecting uncertainty in the simulated dissolved oxygen (DO) concentrations at the point in ...
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    Evaluation of the Duration of Storm Effects on In-Stream Water Quality 

    Source: Journal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Emre Alp; Charles S. Melching
    Publisher: American Society of Civil Engineers
    Abstract: One of the primary reasons water-quality standards are not met is the effect of storm runoff and combined sewer overflows. A methodology is presented here to determine the duration of storm effects on stream water quality. ...
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