A-1. Required Publications ER 1110-2-1150
Engineering after Feasibility Studies ER 1110-2-1455
Cooperative Stream Gaging Program EM 1110-2-1003
Hydrographic Surveying EM 1110-2-1408
Routing of Floods Through River Channels EM 1110-2-1409
Backwater Curves in River Channels EM 1110-2-1601
Hydraulic Design of Flood Control Channels EM 1110-2-1612
Ice Engineering EM 1110-2-4000
Sedimentation Investigations of Rivers and Reservoirs A-2. Related Publications
Abbott 1979
Abbott, M. B. 1979. Computational Hydraulics -Elements of the Theory of Free Surface Flows, Pitman, London.
American Society of Civil Engineers 1942
American Society of Civil Engineers. 1942. "Hydraulic Models," Manuals of Engineering Practice No. 25, New York.
American Society of Civil Engineers 1975
American Society of Civil Engineers. 1975. "Sedimen-tation Engineering," Manual 54, Vito A. Vanoni, Ed., ASCE Task Committee, American Society of Civil Engineers, New York.
American Society of Civil Engineers 1982
American Society of Civil Engineers. 1982. "Modeling Hydraulic Phenomena: A Glossary of Terms," Journal Hydraulic Division, Vol 108, No. 7, pp. 845-852.
Barkau 1985
Barkau, 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.
Barnes 1967
Barnes, Harry H., Jr. 1967. "Roughness Characteristics of Natural Channels," US Geological Survey Water-Supply Paper 1849, US Government Printing Office, Washington, DC.
Barr Engineering Company 1972
Barr 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 "The Effect of Cross Section Data Errors in Water Surface Profile Determination," Unpublished report for the Minnesota Department of Natural Resources, Minneapolis, MN.
Beaseley 1973
Beaseley, James G. 1973. "An Investigation of the Data Requirements of Ohio for the HEC-2 Water Sur-face Profile Model," Master’s thesis, Ohio State University, Columbus, OH.
Bedient and Huber 1988
Bedient, Philip B., and Huber, Wayne C. 1988.
Hydrology and Floodplain Analysis, Addison-Wesley, New York.
Bradley 1978
Bradley, 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. March 1978).
Brownlie 1981
Brownlie, W. R. 1981. "Prediction of Flow Depth and Sediment Discharge in Open Channels," Report No. KH-R-43A, California Institute of Technology, Pasadena, CA.
Calkins 1978
Calkins, D., et al. 1978. Ice Engineering Course Manual, CRREL.
Carey 1963
Carey, 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.
A-1
SOFTbank E-Book Center Tehran, Phone: 66403879,66493070 For Educational Use.
Chow 1959
Chow, V. T. 1959. Open Channel Hydraulics, McGraw-Hill Book Company, New York.
Colby and Scott 1965
Colby, B. R., and Scott, C. H. 1965. "Effects of Water Temperature on the Discharge of Bed Material," Profes-sional Paper 462-G, US Geological Survey, Washington, DC.
Cunge, Holly, and Vervey 1980
Cunge, J. A., Holly, F. M., and Vervey, A. 1980.
Practical Aspects of Computational River Hydraulics, Pitman, London.
Davidian 1984
Davidian, Jacob. 1984. "Computation of Water-Surface Profiles in Open Channels," Chapter A15 in Techniques of Water Resources Investigations of the US Geological Survey, Book 3: Applications of Hydraulics, US Department of the Interior.
DuBoys 1879
DuBoys, P. 1879. "Le Rohne et les Riveires a Lit Affouillable," Annales des Ponts et Chaussees, Series 5, Vol 18, pp 141-195.
Einstein 1942
Einstein, Hans Albert. 1942. "Formulas for the Trans-portation of Bed-Load," Vol 107, Paper No. 2140, Transactions of the American Society of Engineers, pp 561-573.
Einstein 1950
Einstein, 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, 71 pp.
Fischer 1979
Fischer, H. B. et al. 1979. Mixing in Inland and Coastal Waters, Academic Press, New York.
Franco 1978
Franco, 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.
Fread 1978
Fread, 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.
Fread 1988
Fread, 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, 123 pp.
French 1985
French, R. H. 1985. Open-Channel Hydraulics, McGraw-Hill.
Gee and Wilcox 1985
Gee, 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 Baird 1990
Gee, 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 Church 1989 (Jun)
Gomez, B. and Church, M. 1989 (Jun). "An Assess-ment of Bed Load SediAssess-ment Transport Formulae for Gravel Bed Rivers," Water Resources Research, Vol 25, No. 6, pp. 1161-1186.
Heath 1989
Heath, R. E. 1989. "Phase I Model Study Results, Copeland Cut Reach, St. Lawrence River," US Army Engineer Waterways Experiment Station, Miscellaneous Paper HL-89-8, Vicksburg, MS.
Heltzel 1988
Heltzel, S. B. 1988. "I-664 Bridge-Tunnel Study, Virginia; Sedimentation and Circulation Investigation,"
US Army Engineer Waterways Experiment Station, Technical Report HL-88-25, Vicksburg, MS.
A-2
SOFTbank E-Book Center Tehran, Phone: 66403879,66493070 For Educational Use.
Henderson 1966
Henderson, F. M. 1966. Open Channel Flow, Macmillan.
Hinds 1928
Hinds, Julian. 1928. "The Hydraulic Design of Flume and Siphon Transitions," Transactions of the American Society of Civil Engineers, Vol 92, New York, NY.
Hoggan 1989
Hoggan, Daniel H. 1989. Computer-Assisted Flood-plain Hydrology and Hydraulics, McGraw-Hill, New York, NY.
Johnson 1982
Johnson, 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 Butler 1991
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 Heath 1990
Kim, 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 Brater 1963
King, Horace W., and Brater, Ernest F. 1963. Hand-book of Hydraulics, McGraw-Hill Book Company, Inc., New York, NY.
King 1988
King, I. P. 1988. "A Users Guide for the Combined Element Version of RMA-2V," Release 4.1, Resource Management Associates, Lafayette, CA.
Lane, Carlson, and Hanson 1949
Lane, 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, pp. 45-46.
Laursen 1970
Laursen, Emmett M. 1970 (Apr). "Bridge Backwater in Wide Valleys," Journal of the Hydraulics Division, ASCE, Vol. 96, No. HY4.
Lee 1980
Lee, 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 Miller 1964
Leopold, L. B., Wolman, M. G., and Miller, J. P. 1964.
Fluvial Processes in Geomorphology, W. H. Freeman and Co., San Francisco, CA.
Limerinos 1970
Limerinos, J. T. 1970. "Determination of the Manning Coefficient from Measured Bed Roughness in Natural Channels," Water Supply Paper 1898B, US Geological Survey.
Lin and Martin 1989
Lin, 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 Norton 1987
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.
McAnally 1984a
McAnally, W. H., et al. 1984a. "The Columbia River Hybrid Modeling System," Journal of Hydraulic Engi-neering, ASCE Vol. 110, No. 3, Proc. Paper 18652.
McAnally 1984b
McAnally, W. H., et al. 1984b. "Application of the Columbia Hybrid Modeling System," Journal of Hydraulic Engineering, ASCE, Vol. 110, No. 5, Paper 18796.
A-3
SOFTbank E-Book Center Tehran, Phone: 66403879,66493070 For Educational Use.
McBean and Penel 1984
McBean, Edward, and Penel, Jacques. 1984. "Uncer-tainty Analysis of Delineated Floodplain," Canadian Journal of Civil Engineering, 71, 385-387.
Molinas and Trent 1991
Molinas, 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, pp 8-93-8-100, Subcommittee on Sedimen-tation of the Interagency Advisory Committee on Water Data.
Pariset, Hausser, and Gagnon 1966 (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.
Petersen 1986
Petersen, M. S. 1986. River Engineering, Prentice-Hall.
Ponce 1989
Ponce, V. M. 1989. Engineering Hydrology: Prin-ciples and Practices, Prentice-Hall.
Rouse 1938
Rouse, H. 1938. Fluid Mechanics for Hydraulic Engi-neers, McGraw-Hill, NY.
Rouse 1959
Rouse, H. 1959. Engineering Hydraulics, John Wiley and Sons, Inc.
Schaffranek, Baltzer, and Goldberg 1981
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.
Schumm 1977
Schumm, S. A. 1977. The Fluvial System, John Wiley and Sons, Inc.
Simons and Richardson 1966
Simons, D. B., and Richardson, E. V. 1966. "Resis-tance to Flow in Alluvial Channels," Professional Paper 442J, US Geological Survey, Washington, DC.
Simons and Sentürk 1976
Simons, D. B., and Sentürk, F. 1976. Sediment Trans-port Technology, Water Resources Publications, Fort Collins, CO.
Smith 1978
Smith, 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 Athow 1985
Stewart, 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 Fleming 1942
Sverdrup, 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 McAnally 1985
Thomas, 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.
Tseng 1975
Tseng, M. T. 1975. "Evaluation of Flood Risk Factors in the Design of Highway Stream Crossings," Finite Element Model for Bridge Backwater Computation, Report NO. FHWA-RD-75-53, Vol 3, Office of Research & Development, Federal Highway Administra-tion, Washington, DC.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1975
US Army Corps of Engineers, Hydrologic Engineering Center. 1975. "Water Surface Profiles," Vol. 6, Hydrologic Engineering Methods for Water Resources Development, Davis, CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1982a
US Army Corps of Engineers, Hydrologic Engineering Center. 1982a (Apr). "Application of the HEC-2 Split Flow Option," Training Document 18.
A-4
SOFTbank E-Book Center Tehran, Phone: 66403879,66493070 For Educational Use.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1982b
US Army Corps of Engineers, Hydrologic Engineering Center. 1982b. "Two-Dimensional Flow Modeling,"
Proceedings of the First National US Army Corps of Engineers-Sponsored Seminar on Two-Dimensional Flow Modeling.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1983
US Army Corps of Engineers, Hydrologic Engineering Center. 1983. "Flood Routing Through a Flat, Com-plex Floodplain Using a One-Dimensional Unsteady Flow Computer Program," Technical Paper No. 93.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1986
US Army Corps of Engineers, Hydrologic Engineering Center. 1986. "Accuracy of Computed Water Surface Profiles," Research Document No. 26, Davis, CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1988a
US Army Corps of Engineers, Hydrologic Engineering Center. 1988a. "Computing Water Surface Profiles with HEC-2 on a Personal Computer," Training Docu-ment No. 26, Davis, CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1988b
US Army Corps of Engineers, Hydrologic Engineering Center. 1988b. "Preliminary Analysis System for Water Surface Profile Computation," User’s manual, Davis CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1989
US Army Corps of Engineers, Hydrologic Engineering Center (HEC). 1989. "Accuracy of Computed Water Surface Profiles, Supplement: Commercial Survey Guidelines for Water Surface Profiles," Davis, CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1990a
US Army Corps of Engineers, Hydrologic Engineering Center. 1990a. "HEC-1, Flood Hydrograph Package User’s Manual," Davis, CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1990b
US Army Corps of Engineers, Hydrologic Engineering Center. 1990b. "HEC-2, Water Surface Profiles User’s Manual," Davis, CA.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1990c
US Army Corps of Engineers, Hydrologic Engineering Center. 1990c. "Red River of the North UNET Appli-cation," Project Report No. 91-01.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1990d
US Army Corps of Engineers, Hydrologic Engineering Center. 1990d. "HECDSS User’s Guide and Utility Program Manuals," CPD-45.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1990e
US Army Corps of Engineers, Hydrologic Engineering Center. 1990e (Jun). "Phase I Sediment Engineering Investigation of the Caliente Creek Drainage Basin,"
Project Report 90-03.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1990f
US Army Corps of Engineers, Hydrologic Engineering Center. 1990f. "Numerical Simulation of Mudflows from Hypothetical Failures of the Castle Lake Debris Blockage Near Mount St. Helens, WA," PR-14.
US Army Corps of Engineers, Hydrologic Engineer-ing Center 1991b
US Army Corps of Engineers, Hydrologic Engineering Center. 1991b. User’s Manual for UNET, "One-Dimensional Unsteady Flow Through a Full Network of Open Channels," Davis, CA.
US Army Corps of Engineers 1969
US Army Corps of Engineers (USACE). 1969.
"Missouri River Channel Regime Studies, Omaha Dis-trict," MRD Sediment Series No. 13B, Omaha, NE.
US Army Engineer Waterways Experiment Station 1991
US Army Engineer Waterways Experiment Station.
1991. "Hydraulic Design Package for Flood Control Channels (SAM)," PRELIMINARY, Vicksburg, MS.
US Army Engineer Waterways Experiment Station 1992
US Army Engineer Waterways Experiment Station.
1992. "Methods for Predicting n-Values for the Manning Equation," Flood Control Channels Research Program, Vicksburg, MS.
A-5
SOFTbank E-Book Center Tehran, Phone: 66403879,66493070 For Educational Use.
US Department of Interior 1980
US Department of Interior. 1980. "Hydraulic Labora-tory Techniques," Bureau of Reclamation, Denver, CO.
US Department of Transportation, Federal Highway Administration 1985
US Department of Transportation, Federal Highway Administration. 1985. "Hydraulic Design of Highway Culverts," US Department of Transportation.
US Department of Transportation, Federal Highway Administration 1989
US Department of Transportation, Federal Highway Administration. 1989. "FESWMS-2DH Finite Element Surface-Water Modeling System: Two-Dimensional Flow in a Horizontal Plane," Publication No. FHWA-RD-88-177.
US Geological Survey 1977
US Geological Survey. 1977. "National Handbook of Recommended Methods for Water Data Acquisition."
US Geological Survey 1986
US Geological Survey. 1986. "Rock Riprap Design for Protection of Stream Channels Near Highway Struc-tures, Vol. 1--Hydraulic Characteristics of Open Chan-nels," Water Resources Investigations, Report No. 86-4127, Sacramento, CA.
Wiegel 1964
Wiegel, R. L. 1964. Oceanographical Engineering, Prentice-Hall, Inc., Englewood Cliffs, NJ.
Williams 1988a
Williams, David T. 1988a (May). "Levee Design Pro-files for the Williamson, West Virginia, Flood Protec-tion Project," Case Study-HEC-2 ApplicaProtec-tion, Video Taped Lecture #HEC-703, Advanced HEC-2 Course, Hydrologic Engineering Center, Davis, CA.
Williams 1988b
Williams, David T. 1988b (May). "HEC-2 Application in Hydraulic Design," Lecture L1289, Advanced HEC-2 Course, Hydrologic Engineering Center, Davis, CA.
Williams 1988c
Williams, David T. 1988c. "Levee Design Profiles for the Williamson, West Virginia, Flood Protection Pro-ject," US Army Engineer Waterways Experiment Sta-tion, Miscellaneous Paper HL-88-4, Vicksburg, MS.
Williams and Julien 1989
Williams, D. T., and Julien, P. Y. 1989 (Nov).
"Applicability Index for Sand Transport Equations,"
Technical Note, ASCE Journal of Hydraulic Engineer-ing, Vol. 115, No. 11, pp. 1578-1581.
Yang and Wan 1991
Yang C. T. and Wan, S. 1991 (Aug). "Comparisons of Selected Bed-Material Load Formulas," ASCE Journal of Hydraulic Engineering, Vol. 117, No. 8, pp. 973-989.
A-3. Bibliography Gessler 1971
Gessler, Johannes. 1971. "Beginning and Ceasing of Sediment Motion," Chapter 7, River Mechanics, Edited by H. W. Shen, Water Resources Publications, Littleton, CO.
Nordin 1964
Nordin, C. F. 1964. "Aspects of Flow Resistance and Sediment Transport: Rio Grande Near Bernalillo, New Mexico," US Geological Survey Water Supply Paper 1498-H, Washington, DC.
Thomas 1977
Thomas, W. A. 1977. "Sediment Transport," Vol. 12, A United States Contribution to the International Hydro-logical Decade, Hydrologic Engineering Center, US Army Corps of Engineers, Davis, CA.
Thomas 1980
Thomas, W. A. 1980. "Mathematical Modeling Solu-tions," Application of Stochastic Processes in Sediment Transport (H. W. Shen and H. Kikkawa, eds.), Water Resources Publications, Littleton, CO.
Thomas 1982
Thomas, W. A. 1982. "Mathematical Modeling of Sediment Movement," Gravel Bed Rivers, ed. by R. D.
Hey, J. C. Bathurst and C. R. Thorne, Wiley & Sons, New York.
Thomas and Heath 1983
Thomas, W. A., and Heath, R. E. 1983. "Application of TABS-2 to Greenville Reach Mississippi River,"
River Meandering, Proceedings, Conference on Rivers
’83, ASCE, New Orleans, LA.
A-6
SOFTbank E-Book Center Tehran, Phone: 66403879,66493070 For Educational Use.
US Army Corps of Engineers 1991a
US Army Corps of Engineers, Hydraulic Engineering Center. 1991a. "HEC-6, Scour and Deposition in Rivers and Reservoirs, User’s Manual," Davis, CA.
US Department of Transportation 1984
US Department of Transportation, Federal Highway Administration. 1984. "Guide for Selecting Manning’s Roughness Coefficients for Natural Channels and Flood Plains," Report No. FHWA-75-84-204, McLean, VA.
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