EM1110-2-141615Oct93Appendix AReferencesA-1.Required PublicationsER1110-2-1150Engineering after Feasibility StudiesER1110-2-1455Cooperative Stream Gaging ProgramEM1110-2-1003Hydrographic SurveyingEM1110-2-1408Routing of Floods Through River ChannelsEM1110-2-1409Backwater Curves in River ChannelsEM1110-2-1601Hydraulic Design of Flood Control ChannelsEM1110-2-1612Ice EngineeringEM1110-2-4000Sedimentation Investigations of Rivers and ReservoirsA-2.Related PublicationsAbbott1979Abbott,M. putational Hydraulics-Elements of the Theory of Free Surface Flows,Pitman, London.American Society of Civil Engineers1942American Society of Civil Engineers.1942."Hydraulic Models,"Manuals of Engineering Practice No.25,New York.American Society of Civil Engineers1975American Society of Civil Engineers.1975."Sedimen-tation Engineering,"Manual54,Vito A.Vanoni,Ed., ASCE Task Committee,American Society of Civil Engineers,New York.American Society of Civil Engineers1982American Society of Civil Engineers.1982."Modeling Hydraulic Phenomena:A Glossary of Terms,"Journal Hydraulic Division,Vol108,No.7,pp.845-852.Barkau1985Barkau,R.L.1985."A Mathematical Model of Unsteady Flow Through a Dendritic Network,"Ph.D. Dissertation,Department of Civil Engineering,Colorado State University,Ft.Collins,CO.Barnes1967Barnes,Harry H.,Jr.1967."Roughness Characteristics of Natural Channels,"US Geological Survey Water-Supply Paper1849,US Government Printing Office, Washington,DC.Barr Engineering Company1972Barr Engineering Company.1972."The Effect of Cross Section Data Errors in Water Surface Profile Determination,"Unpublished report for the Minnesota Department of Natural Resources,Minneapolis,MN. Beaseley1973Beaseley,James G.1973."An Investigation of the Data Requirements of Ohio for the HEC-2Water Sur-face Profile Model,"Master’s thesis,Ohio State University,Columbus,OH.Bedient and Huber1988Bedient,Philip B.,and Huber,Wayne C.1988. Hydrology and Floodplain Analysis,Addison-Wesley, New York.Bradley1978Bradley,Joseph N.1978."Hydraulics of Bridge Waterways."Hydraulic Design Series No.1,2nd ed. Bureau of Public Roads(now the Federal Highway Administration,1970,rev.March1978).Brownlie1981Brownlie,W.R.1981."Prediction of Flow Depth and Sediment Discharge in Open Channels,"Report No.KH-R-43A,California Institute of Technology, Pasadena,CA.Calkins1978Calkins, D.,et al.1978.Ice Engineering Course Manual,CRREL.Carey1963Carey,W.C.1963."Effect of Temperature on River-bed Configuration:Its Possible Stage-Discharge Implications,"Proceedings of the Federal Interagency Sedimentation Conference,Miscellaneous Publication No.970,Agricultural Research Service,US Department of Agriculture,Washington,DC,pp.237-272.EM1110-2-1416 15Oct93Chow1959Chow,V.T.1959.Open Channel Hydraulics, McGraw-Hill Book Company,New York.Colby and Scott1965Colby,B.R.,and Scott,C.H.1965."Effects of Water Temperature on the Discharge of Bed Material,"Profes-sional Paper462-G,US Geological Survey, Washington,DC.Cunge,Holly,and Vervey1980Cunge,J. A.,Holly, F.M.,and Vervey, A.1980. Practical Aspects of Computational River Hydraulics, Pitman,London.Davidian1984Davidian,Jacob.1984."Computation of Water-Surface Profiles in Open Channels,"Chapter A15in Techniques of Water Resources Investigations of the US Geological Survey,Book3:Applications of Hydraulics, US Department of the Interior.DuBoys1879DuBoys,P.1879."Le Rohne et les Riveires a Lit Affouillable,"Annales des Ponts et Chaussees,Series5, Vol18,pp141-195.Einstein1942Einstein,Hans Albert.1942."Formulas for the Trans-portation of Bed-Load,"Vol107,Paper No.2140, Transactions of the American Society of Engineers, pp561-573.Einstein1950Einstein,Hans Albert.1950."The Bed-Load Function for Sediment Transportation in Open Channel Flows," US Department of Agriculture Technical Bulletin No.1026,Soil Conservation Service,Washington,DC, 71pp.Fischer1979Fischer,H. B.et al.1979.Mixing in Inland and Coastal Waters,Academic Press,New York.Franco1978Franco,J.J.1978."Guidelines for the Design,Adjust-ment,and Operation of Models for the Study of River Sedimentation Problems,"US Army Engineer Water-ways Experiment Station,Instruction Report H-78-1, Vicksburg,MS.Fread1978Fread,D.L.1978."National Weather Service Opera-tional Dynamic Wave Model,"Hydrologic Research Laboratory,Office of Hydrology,US Department of Commerce,NOAA,NWS,Silver Spring,MD.Fread1988Fread, D.L.1988."The NWS DAMBRK Model: Theoretical Background/User Documentation,"Hydro-logic Research Laboratory,Office of Hydrology, US Department of Commerce,NOAA,NWS,Silver Spring,MD,123pp.French1985French,R.H.1985.Open-Channel Hydraulics, McGraw-Hill.Gee and Wilcox1985Gee,D.M.and Wilcox,D.B.1985."Use of a Two-Dimensional Flow Model to Quantify Aquatic Habitat," Proceedings of the American Society Civil Engineers Special Conference on Computer Applications in Water Resources,Buffalo,NY.Gee,Anderson,and Baird1990Gee, D.M.,Anderson,M.G.,and Baird,L.1990. "Two-Dimensional Floodplain Modeling,"Proceedings of the ASCE National Conference on Hydraulic Engi-neering and the International Symposium on the Hydraulics/Hydrology of Arid Lands,San Diego,CA. Gomez and Church1989(Jun)Gomez,B.and Church,M.1989(Jun)."An Assess-ment of Bed Load Sediment Transport Formulae for Gravel Bed Rivers,"Water Resources Research,Vol25, No.6,pp.1161-1186.Heath1989Heath,R. E.1989."Phase I Model Study Results, Copeland Cut Reach,wrence River,"US Army Engineer Waterways Experiment Station,Miscellaneous Paper HL-89-8,Vicksburg,MS.Heltzel1988Heltzel,S. B.1988."I-664Bridge-Tunnel Study, Virginia;Sedimentation and Circulation Investigation," US Army Engineer Waterways Experiment Station, Technical Report HL-88-25,Vicksburg,MS.EM1110-2-141615Oct93Henderson1966Henderson, F.M.1966.Open Channel Flow, Macmillan.Hinds1928Hinds,Julian.1928."The Hydraulic Design of Flume and Siphon Transitions,"Transactions of the American Society of Civil Engineers,Vol92,New York,NY. Hoggan1989Hoggan,Daniel puter-Assisted Flood-plain Hydrology and Hydraulics,McGraw-Hill,New York,NY.Johnson1982Johnson, B.H.1982."Development of Numerical Modeling Capabilities for the Computation of Unsteady Flow on the Ohio River and Its Major Tributaries," Technical Report HL-82,US Army Engineer Waterways Experiment Station,Vicksburg,MS.Johnson,Heath,Hsieh,Kim,and Butler1991 Johnson,B.H.,Heath,R.E.,Hsieh,B.B.,Kim,K.W., and Butler,L.H.1991."Development and Verification of a Three-Dimensional Numerical Hydrodynamic, Salinity,and Temperature Model of Chesapeake Bay," US Army Engineer Waterways Experiment Station, Technical Report HL-91-7,Vicksburg,MS.Kim,Johnson,and Heath1990Kim,K.W.,Johnson,B.H.,and Heath,R.E.1990. "Long-Term Numerical Simulation of Three-Dimensional Hydrodynamics of Chesapeake Bay,"Pro-ceedings of the ASCE National Conference on Hydraulic Engineering and the International Symposium on the Hydraulics/Hydrology of Arid Lands,San Diego,CA. King and Brater1963King,Horace W.,and Brater,Ernest F.1963.Hand-book of Hydraulics,McGraw-Hill Book Company,Inc., New York,NY.King1988King,I.P.1988."A Users Guide for the Combined Element Version of RMA-2V,"Release4.1,Resource Management Associates,Lafayette,CA.Lane,Carlson,and Hanson1949Lane,E.W.,Carlson,E.J.,and Hanson,O.S.1949 (Sep)."Low Temperature Increases Sediment Transport in Colorado River,"Civil Engineering,ASCE,Vol.19, No.9,ursen1970Laursen,Emmett M.1970(Apr)."Bridge Backwater in Wide Valleys,"Journal of the Hydraulics Division, ASCE,Vol.96,No.HY4.Lee1980Lee,J.K.1980."Two-Dimensional Finite Element Analysis of the Hydraulic Effect of Highway Bridge Fills in a Complex Floodplain,"Proceedings,Third International Conference on Finite Elements in Water Resources,The University of Mississippi,Oxford,MS. Leopold,Wolman,and Miller1964Leopold,L.B.,Wolman,M.G.,and Miller,J.P.1964. Fluvial Processes in Geomorphology,W.H.Freeman and Co.,San Francisco,CA.Limerinos1970Limerinos,J.T.1970."Determination of the Manning Coefficient from Measured Bed Roughness in Natural Channels,"Water Supply Paper1898B,US Geological Survey.Lin and Martin1989Lin,H-C.J.,and Martin,W.D.1989."Newport News Channel Deepening Study,Virginia;Numerical Model Investigation,"US Army Engineer Waterways Experi-ment Station,Technical Report HL-89-12,Vicksburg, MS.MacArthur,Wakeman,and Norton1987 MacArthur,R. C.,Wakeman,T.,and Norton,W.R. 1987."Numerical Evaluation of Environmental Concerns for the Fisherman’s Wharf Harbor Break-water,"Proceedings of the San Francisco District Navi-gation Workshop,US Army Corps of Engineers,San Francisco District,San Francisco,CA.McAnally1984aMcAnally,W.H.,et al.1984a."The Columbia River Hybrid Modeling System,"Journal of Hydraulic Engi-neering,ASCE Vol.110,No.3,Proc.Paper18652. McAnally1984bMcAnally,W.H.,et al.1984b."Application of the Columbia Hybrid Modeling System,"Journal of Hydraulic Engineering,ASCE,Vol.110,No.5, Paper18796.EM1110-2-1416 15Oct93McBean and Penel1984McBean,Edward,and Penel,Jacques.1984."Uncer-tainty Analysis of Delineated Floodplain,"Canadian Journal of Civil Engineering,71,385-387.Molinas and Trent1991Molinas,Albert,and Trent,Roy.1991."Bri-Stars Model for Alluvial River Simulations,"In Proceedings of the Fifth Federal Interagency Sedimentation Conference,Edited by Shou Shan Fan and Yung-Huang Kuo,Vol.2,pp8-93-8-100,Subcommittee on Sedimen-tation of the Interagency Advisory Committee on Water Data.Pariset,Hausser,and Gagnon1966(Nov)Pariset,Ernest,Hausser,Rene,and Gagnon,Andre. 1966(Nov)."Formation of Ice Covers and Ice Jams in Rivers,"Journal of the Hydraulics Division,ASCE, Vol.92,No.HY6.Petersen1986Petersen,M.S.1986.River Engineering,Prentice-Hall.Ponce1989Ponce,V.M.1989.Engineering Hydrology:Prin-ciples and Practices,Prentice-Hall.Rouse1938Rouse,H.1938.Fluid Mechanics for Hydraulic Engi-neers,McGraw-Hill,NY.Rouse1959Rouse,H.1959.Engineering Hydraulics,John Wiley and Sons,Inc.Schaffranek,Baltzer,and Goldberg1981 Schaffranek,R.W.,Baltzer,R.A.,and Goldberg,D.E. 1981."A Model for Simulation of Flow in Singular and Interconnected Channels,"Chapter C3,Techniques of Water Resources Investigations of the U.S.Geologi-cal Survey,Washington,DC.Schumm1977Schumm,S.A.1977.The Fluvial System,John Wiley and Sons,Inc.Simons and Richardson1966Simons,D.B.,and Richardson,E.V.1966."Resis-tance to Flow in Alluvial Channels,"Professional Paper 442J,US Geological Survey,Washington,DC.Simons and Sentürk1976Simons,D.B.,and Sentürk,F.1976.Sediment Trans-port Technology,Water Resources Publications,Fort Collins,CO.Smith1978Smith,R.H.1978."Development of a Flood Routing Model for Small Meandering Rivers,"Ph.D.dissertation, Department of Civil Engineering,University of Missouri at Rolla,MO.Stewart,Daggett,and Athow1985Stewart,J.P.,Daggett,L.L.,and Athow,R.F.1985. "Impact of Proposed Runway Extension at Little Rock Municipal Airport on Water-Surface Elevations and Navigation Conditions in Arkansas River,"US Army Engineer Waterways Experiment Station,Miscellaneous Paper HL-85-3,Vicksburg,MS.Sverdrup,Johnson,and Fleming1942Sverdrup,H.U.,Johnson,M.W.,and Fleming,R.H. 1942.The Oceans,their Physics,Chemistry,and Gen-eral Biology,Prentice-Hall,Inc.Englewood Cliffs,NJ. Thomas and McAnally1985Thomas,W.A.,and McAnally,W.H.1985."Open-Channel Flow and Sedimentation TABS-2,"User’s Manual,US Army Engineer Waterways Experiment Station,Instruction Report HL-85-1,Vicksburg,MS. 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