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Richard, G.A. 2001. Quantification and prediction of lateral channel adjustments downstream <br />from Cochiti Dam, Rio Grande, NNI. Ph.D. Dissertation, Fort Collins, CO, 276 pp. <br />Richard, G.A., and R. Anderson. Preliminary Results. Channel-Forming Discharge of the <br />Dolores River in Big Gypsum Valley. <br />Richter, B.D., J.V. Baumgartner, J. Powell, and D. Braun. 1996. A method for assessing <br />hydrologic alteration within ecosystems. Conservation Biology 10: ll63-1174. <br />Schumm, S.A. 1969. River Metamorphosis. Journal of the Hydraulics Division, HYl :252-273. <br />USDA (U. S. Dept. of Agriculture). 1972. Water and related land resources, Dolores River Basin, <br />Colorado and Utah: a report based on a cooperative study by Colorado Water Conservation <br />Board and Unted States Department of Agriculture. Denver, Colorado: U. S. Dept. of <br />Agriculture, Economic Research Service, Forest Service, Soil Conservation Service. <br />USDI (U.S. Dept. of the I<terior), National Parlc Service. 1979. Wild and scenic river study and <br />final enviromnental statement: Colorado and lower Dolores Rivers. Prepared by National Parlc <br />Service, Denver Service Center in cooperation with the Colorado Department of Natural <br />Resources and the Utah Department of Natural Resources, Denver, Colorado: The Center, 383 p. <br />USDI BLM (U.S. Dept. of the Interior, Bureau of Land Management). 1990. Dolores River <br />instream flow assessment: Project Report / by Steve Vandas ... [et al.]. Denver, CO. 92 pp. <br />Waters, T.F. 1995. Sediment in streams: sources, biological effects and control Monograph <br />(American Fisheriesociety) No. 7. Bethesda, MD: American Fisheries Society. <br />Wolman, M.G. and L.B. Leopold. 1957. River flood plains: some observations on their <br />formation. United StatesGeological Survey Professional Paper 2820, 87-109. <br />Wolman, M.G. and J.P. Miller. 1960. Magnitude and frequency of forces in geomorphic <br />processes. Journal of Geology, 68:54-74. <br />41 <br />