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<br />Appendix A <br />References <br /> <br />A-1. Required Publications <br /> <br />National Environmental Policy Act <br />National Environmenlal Policy Act (NEPA), PL 9-190, <br />Section 102(2)(c), I Jan 1970, 83 Slat 853. <br /> <br />EM 1110-2-1205 <br />Environmenlal Engineering for Local Flood Control <br />Channels <br /> <br />EM 1110-2-1409 <br />Backwater Curves in River Channels. Ch 1 <br /> <br />EM 1110-2-1602 <br />Hydraulic Design of Reservoir Outlet Works <br /> <br />EM 1110-2-1603 <br />Hydr:wlic Design of Spillways <br /> <br />EM 1110-2-1612 <br />Ice Engineering, Ch I <br /> <br />EM 1110-2-1901 <br />Seepage Analysis and ConlrOl for Dams <br /> <br />EM 1110-2-2302 <br />ConslrUction with Large Stone <br /> <br />EM 1110-2~000 <br />Sedirnenlation Investigations of Rivers and Reservoirs <br /> <br />ER 1110-1-8100 <br />Laboratory Investigations and Materials Testing <br /> <br />ER 1110-2-1150 <br />Engineering After Feasibility Studies, Ch I <br /> <br />ER 1110-2-1402 <br />Hydrologic Investigation Requirements for Water <br />Quality ConlrOl <br /> <br />ER 1110-2-1405 <br />Hydraulic Design for Local Flood Protection Projects <br /> <br />ER 1110-2-2901 <br />ConslrUction Cofferdams <br /> <br />Hydraulic Design Criteria (HDC) sheets and charts <br />Available from US Army Engineer Waterways Experi- <br />ment Station. ATTN: CEWES-IM-MI-S, <br /> <br />EM 1110-2.1601 <br />1 July 91 <br /> <br />3909 Halls Ferry Road. Vicksburg. MS 39180-6199. A <br />fee of S 10 is charged non-Govemment requestors. <br /> <br />Conversationally Oriented Real. Time f.rogram-Gener- <br />ating il'stem (CORPS) computer programs Available <br />from US Army Engineer Waterways Experiment Sta- <br />tion. ATm: CEWES-lM-MI-C, 3909 Halls Ferry Road, <br />Vicksburg, MS 39180-6199. for several US Army <br />Corps of Engineers computer systems. <br /> <br />A-2. Related PubUCltiODS <br /> <br />Note: References used in this EM are available on <br />interlibrary loan from the Rese=h Library. ATm: <br />CEWES.lM-MI-R, US Army Engineer WaterWays <br />Experimem Station, 3909 Halls Ferry Road. Vicksburg, <br />MS 39180-6199. <br /> <br />Abt et al. 1988 <br />Abt. S. Roo Wittler, R. J., Ruff, J. F., LaGrone. D. L.. <br />Khatt:lk. M. Soo Nelson, J. D.. Hinkle, N. E., and Lee, <br />D. W. 1988 (Sep). "Development of Riprap Design <br />Criteria by Riprap Testing in Flumes: Phase II; Follow. <br />up Investigations," Vol 2, NUREG/CR-46sl, <br />ORNLJTM-lOlOO/V2, prepared for US Nuclear Regula- <br />tory Commission, Washington, DC. <br /> <br />AmeriCln Society or Civil Engineers 1942 <br />American Society of Civil Engineers. 1942. "Hydraulic <br />Models." Manuals of Engineering Practice No. 25, <br />New York. <br /> <br />American Society or Mechanical Engineers 1958 <br />American Society of Mechanical Engineers. 1958. <br />"American Standard Letter Symbols for Hydraulics," <br />ASA YlO.2.19s8. New York. <br /> <br />Apmann 1972 <br />Apmann, R. P. 1972 (May). "Flow Processes in Open <br />Channel Bends: JOUT1IIl1 of the Hydraulics Division, <br />American Society of Civil Engineers, Vol 98, HYs. <br />Proceedings Paper 8886. pp 795-810. <br /> <br />Bagnold 1960 <br />Bagnold.. R.:lIph A. 1960, "Some Aspects of the Shape <br />of River Meanders: Geological Survey Professional <br />Paper 282.E. US Govemmem Printing Office, <br />Washington. DC. <br /> <br />BakhmetefT and Matzke 1936 <br />Bakhmeteff. Bris A.. and Matzke. Arthur E. 1936. <br />"The Hydraulic Jump in Terms of Dynamic Similarity:' <br />Transactions. American Society of ci,'i/ Engineers. Vol <br />101. Paper No. 1935. pp 630-680. <br /> <br />A-1 <br />