Boner, F.C., Garrett, W.B., and Konieczki, A.D., 1989, Water resources data, Arizona, Water year 1988: U.S. Geological Survey Water-Data Report AZ-88-1, 391 p.
Bill Williams River
Arizona Water Commission, 1974, Annual report on ground water in Arizona, Spring 1972 to Spring 1973: Arizona Water Commission Bulletin 7, 46 p., 3 sheets, scale 1:250,000.
Babcock, H.M., 1973, Annual report on ground water in Arizona, Spring 1971 to Spring 1972: Arizona Water Commission Bulletin 5, 48 p.
Babcock, H.M., 1972, Annual report on ground water in Arizona, Spring 1970 to Spring 1971: Arizona Water Commission Bulletin 1, 45 p.
Pope, G.L., Rigas, P.D., and Smith, C.F., 1998, Statistical summaries of streamflow data and characteristics of drainage basins for selected streamflow-gaging stations in Arizona through water year 1996: U.S. Geological Survey Water-Resources Investigations Report 98-4225, 907 p.
Robertson, F.N., and Garrett, W.B., 1988, Distribution of fluoride in ground water in the alluvial basins of Arizona and adjacent parts of California, Nevada, and New Mexico: U.S. Geological Survey Hydrologic Investigations Atlas HA-0665, 3 sheets, scale 1:500,000.
Sanger, H.W., and Littin, G.R., 1981, Maps showing ground-water conditions in the Bill Williams area, Mohave, Yavapai, and Yuma Counties, Arizona-1980: U.S. Geological Survey Water-Resources Investigations Open-File Report 82-0087, 2 sheets, scale 1:250,000.
Harshman, C.A., 1993, The hydrology and riparian restoration of the Bill Williams River Basin near Parker, Arizona: Tucson, University of Arizona, M.S. thesis, [variously paged].
Wilson, R.P., and Owen-Joyce, S.J., 1993, Determining the source of water pumped from wells along the lower Colorado River: U.S. Geological Survey Open-File Report 93-0405, 2 p.
Wilson, R.P., and Owen-Joyce, S.J., 1994, Methods to identify wells that yield water that will be replaced by Colorado River water in Arizona, California, Nevada, and Utah: U.S. Geological Survey Water-Resources Investigations Report 94-4005, 36 p., 19 sheets, scale 1:100,000.