Arthur C. Miller
Pennsylvania State University
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Computers & Geosciences | 1997
Dennis L. Johnson; Arthur C. Miller
Abstract A distributed hydrologic model, known as the Terrestrial Hydrologic Model or THM was developed for use with rasterized databases to simulate surface runoff. Computations are performed on a pixel-by-pixel basis and all physical drainage basin properties including area, slope, stream length, and stream order are obtained or estimated from a digital elevation model (DEM). Other data sets, such as curve numbers or infiltration rates, are required for estimating the hydrologic abstractions. Precipitation is supplied in the form of gage input, uniform distributions, or raster data. At the present time, hydrologic abstractions can be estimated by any of three methods: a constant infiltration rate, the Soil Conservation Service curve number method, or solution of the more physically based Green-Ampt equation. Overland flow is computed by a kinematic wave approximation and channel routing is performed using the Muskingum-Cunge method.
Journal of the Environmental Engineering Division | 1982
Ronald A. Chadderton; Arthur C. Miller; Archie J. McDonnell
Journal of The American Water Resources Association | 2001
Lawrence A. J. Fennessey; Arthur C. Miller; James M. Hamlett
Water resources engineering | 1995
Arthur C. Miller; Dennis L. Johnson; Gert Aron
Journal of The American Water Resources Association | 1981
Ronald A. Chadderton; Arthur C. Miller; Archie J. McDonnell
Journal of The American Water Resources Association | 1983
Reza Khanbilvardi; Andrew S. Rogowski; Arthur C. Miller
Journal of The American Water Resources Association | 1983
Reza Khanbilvardi; Andrew S. Rogowski; Arthur C. Miller
Journal of The American Water Resources Association | 2007
Norman D. Folmar; Arthur C. Miller; Donald E. Woodward
Journal of Irrigation and Drainage Engineering-asce | 2008
Norman D. Folmar; Arthur C. Miller
Journal of The American Water Resources Association | 1983
Arthur C. Miller; Sonja N. Kerr; Donald J. Spaeder