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    Discussion of “<i>The Kinematic Wave Controversy</i>” by Victor M. Ponce (April, 1991, Vol. 117, No. 4) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): David A. Woolhiser
    Publisher: American Society of Civil Engineers
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    Search for Physically Based Runoff Model—A Hydrologic El Dorado? 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author(s): David A. Woolhiser
    Publisher: American Society of Civil Engineers
    Abstract: The search for physically based distributed runoff models has been underway for more than half a century. A great deal of progress has been made and we have a much better understanding of hydrological processes today than ...
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    Discussion of “<i>Kinematic Wave Routing and Computational Error</i>” by T. V. Hromadka II and J. J. DeVries (February, 1988, Vol. 114, No. 2) 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Carl L. Unkrich; David A. Woolhiser
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Kinematic Wave Routing and Computational Error</i>” by T. V. Hromadka II and J. J. DeVries (February, 1988, Vol. 114, No. 2) 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): David A. Woolhiser; David C. Goodrich
    Publisher: American Society of Civil Engineers
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    Mapping Average Daily Pan Evaporation 

    Source: Journal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): David A. Woolhiser; D. E. Wallace
    Publisher: American Society of Civil Engineers
    Abstract: Voluminous data on monthly averages of Class A pan evaporation can be described concisely by mapping the parameters of Fourier series describing the seasonal variations. Average monthly Class A pan evaporation data were ...
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    Mathematical Modeling of Watershed Hydrology 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 004
    Author(s): Vijay P. Singh; David A. Woolhiser
    Publisher: American Society of Civil Engineers
    Abstract: Mathematical modeling of watershed hydrology is employed to address a wide spectrum of environmental and water resources problems. A historical perspective of hydrologic modeling is provided, and new developments and ...
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    Channel Infiltration in Solitario Canyon, Yucca Mountain, Nevada 

    Source: Journal of Hydrologic Engineering:;2000:;Volume ( 005 ):;issue: 003
    Author(s): David A. Woolhiser; Stuart A. Stothoff; Gordon W. Wittmeyer
    Publisher: American Society of Civil Engineers
    Abstract: It has been hypothesized that the Solitario Canyon watershed, just west of Yucca Mountain, Nev., could provide a zone of focused ground-water recharge through its ephemeral-stream channels that might be an important factor ...
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    Discussions and Closure: Search for Physically Based Runoff Model—A Hydrologic El Dorado? 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): Keith Loague; Tommy S. W. Wong; Kenneth G. Renard; David A. Woolhiser
    Publisher: American Society of Civil Engineers
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    Estimating Infiltration in the Upper Split Wash Watershed, Yucca Mountain, Nevada 

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): David A. Woolhiser; Randall W. Fedors; Roger E. Smith; Stuart A. Stothoff
    Publisher: American Society of Civil Engineers
    Abstract: The KINEROS2 rainfall-runoff model was used in this case study to estimate plane and channel infiltration within the Upper Split Wash watershed on Yucca Mountain, Nev. Averaged over the watershed area, estimated mean annual ...
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