Drainage Design Manual, Hydrology - Flood Control District of ...

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Drainage Design Manual for Maricopa County Hydrology: References _____, S-graph K n Study (Report for the Flood Control District of Maricopa County), Phoenix, Arizona; 1993b:12 plus appendices. Sabol, GV, Ward, TJ, and Seiger, AD. Rainfall Infiltration of Selected Soils in the Albuquerque Drainage Area for the Albuquerque Metropolitan Arroyo Flood Control Authority, Civil Engineering Department, New Mexico State University, Las Cruces, New Mexico; 1982a:110. Sabol, GV, Ward, TJ, Coons, L, Seiger, AD, Wood, MK, and Wood, J. Evaluation of Rangeland Best Management Practices to Control Non-Point Pollution, Civil Engineering Department, New Mexico State University, Las Cruces, New Mexico; 1982b:102. Sabol, GV, and Ward, TJ. “Santa Barbara Hydrograph with Green-Ampt Infiltration,” Proceedings of the Watershed Management in the Eighties Symposium, ASCE, Denver, Colorado. 1985:84-91. Sherman, LK. “Streamflow from Rainfall by Unit-Graph Method,” Engineering News Record. 1932: Vol 108. Shen, J. A Method of Determining the Storage-Outflow Characteristics of Nonlinear Reservoirs, U.S. Geological Survey, Professional Paper 450-E; 1962. Stubchaer, JM. “The Santa Barbara Urban Hydrograph Method,” National Symposium on Urban Hydrology and Sediment Control, University of Kentucky, Lexington, Kentucky. 1975:131- 141. Tholin, AL, and Keefer, GJ. “Hydrology of Urban Runoff,” Transactions of the ASCE. 1960; 125:1308-1379. Thomas, BE, Hjalmarson, HW, and Waltermeyer, SD. Methods for Estimating Magnitude and Frequency of Floods in the Southwestern United States, U.S. Geological Survey, Open File Report 93-419; 1994:214. U.S. Army Corps of Engineers, Gila River Basin, Arizona, New River, and Phoenix City Streams, Design Memorandum No. 1, Hydrology Part 1, Los Angeles District; 1974:51. _____, Feasibility Study: for the Clark County Regional Flood Control District, Los Angeles District for Clark County, Nevada; 1988. _____, Gila River Basin, Phoenix, Arizona and Vicinity (including New River), Design Memorandum No. 2, Hydrology Part 2, Los Angeles District; 1982a:59. 10-4 August 15, 2013
Drainage Design Manual for Maricopa County Hydrology: References _____, Hydrologic Analysis of Ungaged Watersheds Using HEC-1, Hydrologic Engineering Center, Training Document No. 15; 1982b:122 plus appendices. _____, HEC-1 Flood Hydrograph Package, User’s Manual, Hydrologic Engineering Center, Davis, California; 1990:32 plus appendices. U.S. Bureau of Reclamation. Design of Small Dams, Third Edition, Denver, Colorado; 1987:860. _____, PREFRE, Computation of Precipitation Frequency-Duration Values in the Western United States, Program User Manual, Flood Section, Surface Water Branch, Earth Sciences Division, Denver, Colorado; 1988:16. U.S. Natural Resources Conservation Service. Urban Hydrology for Small Watersheds, Technical Release 55 (TR-55), Second Edition; 1986:155. Viessman, W, Jr. “A Linear Model for Synthesizing Hydrographs for Small Drainage Areas,” Forty-eighth Meeting, American Geophysical Union, Washington, D.C. 1967. Ward, TJ. A Study of Runoff and Erosion Processes Using Large and Small Area Rainfall Simulators, Water Resources Research Institute, Report No. 215, New Mexico State University, Las Cruces, New Mexico; 1986:71. Ward, TJ, and Bolin, SB. Determination of Hydrologic Parameters for Selected Soils in Arizona and New Mexico Using Rainfall Simulators, Water Resources Research Institute, Report No. 243, New Mexico State University, Las Cruces, New Mexico; 1989:84. Zehr, RM, and Myers, VA. Depth-Area Ratios in the Semi-Arid Southwest United States, NOAA Technical Memorandum NWS HYDRO-40, Office of Hydrology, NOAA, Silver Spring, Maryland; 1984:55. August 15, 2013 10-5
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