Orestimba Creek Hydrology - Stanislaus County

6. REFERENCESa. U.S. Army Corps of Engineers, Sacramento District, Sacramento and San Joaquin River BasinsComprehensive Study, Technical Studies Documentation, Appendix B: Synthetic HydrologyTechnical Documentation, 2002.b. U.S. Army Corps of Engineers, Sacramento District, Hydrology Appendix to Feasibility Study,West Stanislaus County, California, April 2001. (Prepared by Mid-Valley Engineering, Inc.Modesto, CA.)c. Ayres Associate’s Project Geomorphologist, Orestimba Creek, Qualitative Geomorphic andChannel Stability Assessment, August 1 and 2, 2007. Additional references are cited in this report.d. U.S. Army Corps of Engineers, EM 1110-2-1415, Hydrologic Frequency Analysis, March 1993.e. U.S. Army Corps of Engineers, EM 1110-2-1417, Flood-Runoff Analysis, August 1994f. U.S. Army Corps of Engineers, Hydrologic Engineering Center, HEC-FFA Flood FrequencyAnalysis and Software Package. User's Manual, version 3.1, May 1992.g. John T. Hickey et al, Synthetic Rain Flood Hydrology for the Sacramento and San Joaquin RiverBasins, Journal of Hydrologic Engineering, May/June 2002.h. U.S. Army Corps of Engineers, Sacramento District, Sacramento and San Joaquin River BasinsComprehensive Study, Technical Studies Documentation, Appendix B, Interim Report, 2002.(http://www.spk.usace.army.mil/ projects/civil/compstudy/reports.html)i. U.S. Department of the Interior, Geological Survey, Bulletin 17B of the Hydrology Subcommittee,Guidelines for Determining Flood Flow Frequency, Revised September 1981, Editorial CorrectionsMarch 1982.34