From Gsshawiki
Jump to: navigation, search

Bras, R. L. (1990). Hydrology: An introduction to hydrologic science. Addison-Wesley, Reading, MA, 643.

Belmans, C., Wesseling, J. G., and Feddes, R. A. (1983). “Simulation model of the water balance of a cropped soil: SWATRE,” J. Hydrol. 63, 271-286.

Brigham Young University (BYU). (1997a). Watershed Modeling System WMS Version 5.0 reference manual. Brigham Young University, Provo, UT.

__________. (1997b). Primer, Using WMS for CASC2D data development, for use with CASC2D 1.17 and WMS 5.0. Brigham Young University, Provo, UT.

Brooks, R. H., and Corey, A. T. (1964). Hydraulic properties of porous media, Hydrology Papers, 3, Colorado State University, Fort Collins, CO.

Deardorff, J. W. (1977). “A parameterization of ground surface moisture content for use in atmospheric prediction models,” J. Appl., Meteor. 16, 1182-1185.

Doe, W. M., and Saghafian, B. (1992). “Spatial and temporal effects of army maneuvers on watershed response: The integration of GRASS and a 2-D hydrologic model.” Proc. 7th Annual GRASS Users Conference. National Park Service Technical Report NPS/NRG15D/NRTR-93/13, Lakewood, CO, 91-165.

Downer, C. W. (2002). “Identification and modeling of important stream flow producing processes in watersheds,” Ph.D. diss., University of Connecticut.

Downer, C. W., and Ogden, F. L. “GSSHA User’s Manual,” U.S. Army Engineer Research and Development Center (in preparation), Vicksburg, MS.

Downer, C. W., Ogden, F. L., Martin, W., and Harmon, R. S. (2002a). “Theory, development, and applicability of the surface water hydrologic model CASC2D,” Hydrol. Pro. 16, 255-275.

Downer, C. W., James, W., Byrd, A., and Eggert, G. (2002b). “Gridded surface subsurface hydrologic analysis (GSSHA) model simulation of hydrologic conditions and restruction scenarios for the judicial Ditch 31 Watershed, Minnesota,” Water Quality Technical Note AM-12, U.S. Army Engineer Research and Development Center, Vicksburg, MS.

Downer, C. W., Nelson, E. J., and Byrd, A. (2002). “Primer: Using Watershed Modeling System (WMS) for Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Data Development—WMS 6.1 and GSSHA 1.43C,” ERDC/CHL TR-02-XX,

U.S. Army Engineer Research and Development Center, Vicksburg, MS.Engman, E. T. (1986). “Roughness coefficients for routing surface runoff,” ASCE, Journal of Irrigation and Drainage Engineering.112(1), 39-52.

Gray, D. M. (1970). Handbook on the principles of hydrology. National Research Council of Canada, Water Information Center Inc., Water Research Building, Manhasset Isle, Port Washington, NY.

Green, W. H., and Ampt, G. A. (1911). “Studies of soil physics: 1. Flow of air and water through soils,” J. Agric. Sci. 4, 1-24.

Horton, R. E. (1933). “The role of infiltration in the hydrologic cycle, American Geophysical Union,” Transactions 14, 446-460.

Johnson, B. E. (1997). “Development of a storm event based two-dimensional upland erosion model,” Ph.D. diss., Dept of Civil Engineering, Colorado State University, Fort Collins, CO.

Julien, P. Y. (1995). Erosion and sedimentation. Press Syndicate of the University of Cambridge, New York, NY.

Julien, P. Y., and Saghafian, B. (1991). A two-dimensional watershed rainfall-runoff model - User’s manual, Center for Geosciences, Colorado State University, Fort Collins, CO, 66.

Julien, P. Y., Saghafian, B., and Ogden, F. L. (1995). “Raster-based hydrologic modeling of spatially-varied surface runoff,” Water Resources Bulletin, AWRA, 31(3), 523-536.

Kilinc, M., and Richardson, E. V. (1973). “Mechanics of soil erosion from overland flow generated by simulated rainfall,” Hydrology Papers No. 63, Colorado State University, Fort Collins, CO.

Martz, L. W., and Garbrecht, J. (1992). “Numerical definition of drainage network and subcatchment areas from digital elevation models,” Computers and Geosciences 18(6), 747-761.

McDonald, M. G., and Harbaugh, A. W. (1988). “A modular three-dimensional finite-difference ground-water flow model, Book 6, Chapter A1,” Techniques of Water-Resources Investigations of the United States Geological Survey, U.S. Geological Survey.

Monteith, J. L. (1965). “Evaporation and environment,” Symp. Soc. Exp. Biol. XIX, 205-234.

__________. (1981). “Evaporation and surface temperature,” Q. J. R. Meteorol. Soc. 107, 1-27.

Nelson, E. J. (2001). “WMS Ver. 6.1 HTML Help Document,” Environmental Modeling Research Laboratory, Brigham Young University, Provo, UT.

Nelson, E. J. (2003). “WMS Ver. 7.0 HTML Help Document,” Environmental Modeling Research Laboratory, Brigham Young University, Provo, UT.

Nelson, E. J. (2005). “WMS Ver. 7.1 HTML Help Document,” Environmental Modeling Research Laboratory, Brigham Young University, Provo, UT.

Ogden, F. L. (2000). CASC2D Reference manual, version 2.0, Department of Civil and Environmental Engineering, University of Connecticut.

Ogden, F. L., and Julien, P. Y. (1994). “Runoff model sensitivity to radar-rainfall resolution,” J. of Hydrology 158, 1-18.

___________. (2002). “CASC2D: A two-dimensional, physically-based, hortonian, hydrologic model,” mathematical models of small watershed hydrology and applications, ISBN 1-887201-35-1, V. J. Singh and D. Freverts, eds., Water Resources Publications, Littleton, CO, 972.

Ogden, F. L., Saghafian, B., and Krajewski, W. F. (1994). “GIS-based channel extraction and smoothing algorithm for distributed hydrologic modeling.” Proc. Hydraulic Engineering `94, ASCE Hydraulics Specialty Conference, G. V. Cotroneo and R. R. Rumer, eds., August 1-5 1994, Buffalo, NY, 237-241.

Ogden, F. L., and Saghafian, B. (1997). “Green and ampt infiltration with redistribution,” J. Irr. and Drain. Engr. 123, 386-393.

Ogden, F. L., Sharif, H. O., Senarath, S. U. S., Smith, J. A., Baeck, M. L., and Richardson, J. R. (2000). Hydrologic analysis of the Fort Collins, Colorado, flash flood of 1997,” J. Hydrol. 228, 82‑100.

Pinder, G. F., and Bredehoeft, J. D. (1968). “Application of a digital computer for aquifer elevations,” Wat. Resour. Res. 4, 1069-1093.

Ponce, V. M. (1989). Engineering Hydrology Principles and Practices. ISBN 0-13-277831-9, Prentice Hall, Englewood Cliffs, NJ, 640.

Rawls, W. J., Brakensiek, D. L., and Miller, N. (1983). “Green-Ampt infiltration parameters from soils data,” ASCE J. Hyd. Engr. 109(1), 62-70.

Rawls, W. J., Brakensiek, D. L., and Saxton, K. E. (1982). “Estimation of soil water properties,” Trans. of ASAE. 1316-1320.

Ree, W. O., Wimberley, F. L., and Crow, F. R. (1977). “Manning n and the overland flow equation.” Trans. of the ASCE. 89-95.

Richards, L. A. (1931). “Capillary conduction of liquids in porous mediums,” Physics 1, 318-333.

Saghafian, B. (1992). Hydrologic analysis of watershed response to spatially varied infiltration, Ph.D. diss., Civil Engr. Dept., Colorado State University, Fort Collins, CO.

__________. (1993). “Implementation of a distributed hydrologic model within Geographic Resources Analysis Support System (GRASS).” Proceedings of the Second International Conference on Integrating Environmental Models and GIS, Breckenridge, CO.

Senarath, S. U. S., Ogden, F. L., Downer, C. W., and Sharif, H. O. (2000). “On the calibration and verification of two-dimensional, distributed, Hortonian, continuous watershed models,” Wat. Resour. Res. 36(6), 1495-1510.

Smith, R. E., Corradini, C., and Melone, F. (1993). “Modeling infiltration for multistorm runoff events,” Water Resources Research 29(1), 133-144.

Tannehill, J. C., Anderson, D. A., and Pletcher, R. H. (1997). Computational fluid mechanics and heat transfer, 2nd ed., Taylor and Francis, Washington, DC.

Trescott, P. C., and Larson, S. P. (1977). “Comparison of iterative methods of solving two-dimensional groundwater flow equations,” Wat. Resourc. Res. 13(1), 125-136.

van Dam, J. C., and Feddes, R. A. (2000). “Numerical simulation of infiltration, evaporation, and shallow groundwater levels with the Richards equation, J. Hydrol. 233, 72-85.

Yang, C. T. (1973). “Incipient motion and sediment transport,” J. Hydr. Div. ASCE, 99, No. HY10:1679-1704.

Main Page