[Next Section] [Previous Section] [Table of Contents]

Full Equations (FEQ) Model for the Solution of the Full, Dynamic Equations of Motion for One-Dimensional Unsteady Flow in Open Channels and Through Control Structures

Abbott, M.B., 1974, Continuous flows, discontinuous flows and numerical analysis: Journal of Hydraulic Research, v. 12, no. 4, p. 417-467.Abbott, M.B., and Basco, D.R., 1989, Computational fluid dynamics: New York, Longman Scientific and Technical with John Wiley and Sons, 425 p.

Ackers, P., and Harrison, A.J.M., 1964, Attentuation of flood waves in partfull pipes: Proceedings of the Institution of Civil Engineers, London, v. 28, p. 361-382.

Ahlberg, J.H., Nilson, E.N., and Walsh, J.L., 1967, The theory of splines and their applications: New York, Academic Press, 284 p.

Blalock, M.A., and Sturm, T.W., 1981, Minimum specific energy in compound open channel: Journal of the Hydraulics Division, American Society of Civil Engineers, v. HY107, no. 6, p. 699-717.

------, 1983, Closure for "Minimum specific energy in compound open channel": Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 109, no. HY3, p. 483-486.

Bradley, J.N., 1970, Hydraulics of bridge waterways: U.S. Department of Transportation, Federal Highway Administration, Bureau of Public Roads, Hydraulic Design Series, no. 1, 111 p.

Chaudhry, Y.M., and Contractor, D.N., 1973, Application of the implicit method to surges in open channels: Water Resources Research, v. 9, no. 6, p. 1605-1612.

Chow, V.T., 1959, Open-channel hydraulics: New York, McGraw-Hill, 680 p.

Cunge, J.A., Holly, F.M., Jr., and Verwey, A., 1980, Practical aspects of computational river hydraulics: London, Pitman Publishing Limited (reprinted 1986, Iowa City, by the Iowa Institute of Hydraulic Research), 420 p.

Cunge, J.A., and Wegner, M., 1964, Integration numerique des equations d'ecoulement de Barre de St. Venant par un schema implicite de differences finies. Application au cas d'une galerie tantot en charge tantot a surface libre: La Houille Blanche, no. 1, p. 33-39.

Daugherty, R.L., and Franzini, J.B., 1977, Fluid mechanics with engineering applications: New York, McGraw-Hill, 564 p.

DeLong, L.L., 1989, Mass conservation--1-D open-channel flow equations: Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 115, no. 2, p. 263-269.

------, 1991, Closure for "Mass conservation--1-D open-channel flow equations": Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 117, no. 8, p. 1080-1082.

Dennis, J.E., Jr. and Schnabel, R.B., 1983, Numerical methods for unconstrained optimization and nonlinear equations: Englewood Cliffs, N.J., Prentice-Hall, 378 p.

ElKhashab, A., and Smith, K.V.H., 1976, Experimental investigations of flow over side weirs: Journal of the Hydraulics Division, American Society of Civil Engineers, v. 102, no. HY9, p. 1255-1268.

Fisk, G.G., 1988, Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois: U.S. Geological Survey Water-Resources Investigations Report 87-4226, 24 p.

Franz, D.D., and Melching, C.S., 1997, Approximating hydraulic properties of open channels and control structures, using the Full EQuations UTiLity (FEQUTL) program: U.S. Geological Survey Water-Resources Investigations Report 97-4037.

Fread, D.L., 1974, Numerical properties of implicit fourpoint finite difference equations of unsteady flow: Silver Spring, MD., National Weather Service, NOAA Technical Memorandum NWS HYDRO18, 38 p.

Froehlich, D.C., 1991, Discussion of "Mass conservation--1-D open-channel flow equations": Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 117, no. 8, p. 1078-1080.

Hager, W., 1987, Lateral outflow over side weirs: Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 113, no. 4, p. 491-504.

Hamming, R.W., 1973, Numerical methods for scientists and engineers (2d ed.): New York, McGraw-Hill, 721 p.

Henderson, F.M., 1966, Open channel flow: New York, MacMillan, 522 p.

Hulsing, H., Smith, W., and Cobb, E.D., 1966, Velocity-head coefficients in open channels: U.S. Geological Survey Water-Supply Paper 1869-C, 45 p.

Ishii, A.L.and Turner, M.J., 1997, Verification of a one-dimensional, unsteady-flow model for the Fox River in Illinois: U.S. Geological Survey Water-Supply Paper 2477, 66 p.

Ishii, A.L., and Wilder, J.E., 1993, Effect of boundary condition selection on unsteady-flow model calibration;

inProceedings, XXV Congress of the International Association for Hydraulic Research, Tokyo, Japan: p. 193-200.Jaeger, C., 1956, Engineering fluid mechanics: London, Blackie and Sons, 529 p. [Translation from German to English by P. O. Wolf]

Jobson, H.E., and Schoellhamer, D., 1987, User's manual for a branched Lagrangian transport model: U.S. Geological Survey Water-Resources Investigations Report 87-4163, 73 p.

Johanson, R.C., Imhoff, J.C., Kittle, J.L., Jr., and Donigian, A.S., Jr., 1984, Hydrological Simulation Program - FORTRAN (HSPF); user's manual for release 9.0: U.S. Environmental Protection Agency, EPA-600/3-84-066, 767 p.

Knapp, H.V., and Ortel, T.W., 1992, Effect of Stratton Dam operation on flood control along the Fox River and Fox Chain of Lakes: Champaign, Ill., Illinois State Water Survey Contract Report 533, 79 p.

Lai, C., 1987, Numerical modeling of unsteady open-channel flow;

inYen, B.C., ed., Advances in Hydroscience, v. 14, New York, Academic Press, p. 161-333.Liggett, J.A., 1975, Basic equations of unsteady flow;

inMahmood, K., and Yevjevich, V., eds., Unsteady Flow in Open Channels: Littleton, Colo., Water Resources Publications, p. 29-62.Linsley, R.K., Kohler, M.A., and Paulhus, J.L.H., 1982, Hydrology for engineers (3rd ed.): New York, McGrawHill, 508 p.

Miller, S., and Chaudhry, M.H., 1989, Dam-break flows in curved channel: Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 115, no. 11, p. 1465-1478.

Petryk, S., and Grant, E.U., 1978, Critical flow in rivers with flood plains: Journal of the Hydraulics Division, American Society of Civil Engineers, v. 104, no. HY5, p. 583-594.

Preissmann, A., 1961, Propagation des intumescences dans les canaux et rivieres: First Congress of the French Association for Computation, Grenoble, France.

Schaffranek, R.W., Baltzer, R.A., and Goldberg, D.E., 1981, A Model for Simulation of Flow in Singular and Interconnected Channels: U.S. Geological Survey Techniques of Water-Resources Investigations, Book 7, Chapter C3, 110 p.

Shearman, J.O., 1990, Users manual for WSPRO--A model for Water-Surface PROfile computations: Washington, D.C., U.S. Department of Transportation, Federal Highway Administration, FWHA-IP-89-027, 187 p.

Streeter, V.L., and Wylie, E.B., 1985, Fluid mechanics (8th ed.): New York, McGraw-Hill, 586 p.

Strelkoff, T., 1969, One-dimensional equations of openchannel flow: Journal of the Hydraulics Division, American Society of Civil Engineers, v. 95, no. HY3, p. 861-876.

Snohomish County Public Works, 1989, Snohomish River unsteady flow model (FEQ)--Results of model calibration and reevaluation of the five-year + one foot level of protection: Surface Water Management Division, 52 p.

Turner, M.J., Pulokas, A.P., and Ishii, A.L., 1996, Implementation and verification of a one-dimensional, unsteady-flow model for Spring Brook near Warrenville, Illinois: U.S. Geological Survey Water-Supply Paper 2455, 35 p.

Tynes, K.A., 1989, Hydraulics of side-channel weirs for regional detention basins: University of Texas at Austin, Masters Thesis, 128 p.

Whitaker, S., 1968, Introduction to fluid mechanics: Englewood Cliffs, N.J., Prentice-Hall, 457 p.

Wilson, B.W., 1960, Note on surface wind stress over water at low and high wind speeds: Journal of Geophysical Research, v. 65, no. 10, p. 3377-3382.

Xia, R., and Yen, B.C., 1994, Significance of averaging coefficients in open-channel flow equations: Journal of Hydraulic Engineering, American Society of Civil Engineers, v. 120, no. 2, p. 169-190.

Yen, B.C., 1973, Open-channel flow equations revisited: Journal of the Engineering Mechanics Division, American Society of Civil Engineers, v. 99, no. EM5, p. 979-1009.

------, 1992, Hydraulic resistance in open channels;

inYen, B.C. ed.,Channel flow resistance--Centennial of Manning's formula: Littleton, Colo., Water Resources Publications, p. 1-135.Yen, B.C., Wenzel, H.G., Jr., and Yoon, Y.N., 1972, Resistance coefficients for steady spatially varied flow: Journal of the Hydraulics Division, American Society of Civil Engineers, v. 98, no. HY8, p. 1395-1410.

Zienkiewicz, O.C., and Taylor, R.L., 1989, The finite element method, Volume 1: New York, McGraw-Hill, 648 p.

[Next Section] [Previous Section] [Table of Contents]