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<br />References
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<br />HydrologiC Design Manual
<br />for Maricopa County
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<br />u.s. Army Corps of Engineers, 1974,GIla River Basin, New River and Phoenix city streams,
<br />Arizona, Design Memorandum No.2, Hydrology Part 1.
<br />
<br />U.s. Army Corps of Engineers, 1982a, Gila River Basin, Phoenix, Arizona and vicinity
<br />(including New River), Design Memorandum No.2, Hydrology Part 2.
<br />
<br />U.s. Army Corps of Engineers, 1982b, "Hydrologic analysis ofungaged watersheds using
<br />HEC-l," Hydrologic Engineering Center, Training Document No. 15, 122 p. plus
<br />appendices.
<br />
<br />U.s. Bureau of Reclamation, 1987, Design of Small Dams, Third Edition, Denver, Colorado,
<br />860p.
<br />
<br />Viessman, W., Jr., 1967, "A linear model for synthesizing hydrographs for small drainage
<br />areas," Forty-eighth Meeting. American Geophysical Union, Washington, D.C.
<br />
<br />Ward, T.J., 1986, "Astudyofrunoff and erosion processes using large and small area rainfall
<br />simulators," Water Resources Research Institute, Report No. 215, New Mexico State
<br />University, Las Cruces, New Mexico, 71 p.
<br />
<br />Ward, T.J., and Bolin, S.B., 1989, "Detennination of hydrologic parameters for selected soils in
<br />Arizona and New Mexico using rainfall simulators," Water Resources Research In-
<br />stitute, Report No. 243, New Mexico State University, Las Cruces, New Mexico, 84 p.
<br />
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<br />108
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