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Abbott, M. B., An Introduction to the Method of Characteristics, American Elsevier, New York, 1966.

Amein, M., and C. S. Fang, Implicit flood routing in natural channels, J. Hydraul. Div., ASCE, 96, 2481-2500, 1970.

Arcement, G. J., Jr., and V R. Schneider, Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains, Report No. RHWA-TS-84-204, U.S. Geological Survey for Federal Highway Administration, National Technical Information Service, PB84-242585, 1984.

Baltzer, R. A., and C. Lai, Computer simulation of unsteady flow in waterways, J. Hydraul. Div. ASCE, 94, (HY4), 1083-1117, 1968.

Barkow, R. L., UNET One-Dimensional Unsteady Flow Through a Full Network of Open Channels, Users Manual, Hydrologie Engineering Center, U.S. Army Corps of Engineers, Davis, CA, 1990.

Barnes, Jr., H. H., Roughness Characteristics of Natural Channels, Geological Survey Water-Supply Paper 1849, U.S. Government Printing Office, Washington, DC, 1967.

Boussinesq, J., Theory of the liquid intumesence, called a solitary wave or a wave of translation, propagated in a channel of rectangular cross section, Comp. Rend. Acad. Sei., 12, 755-759, 1871.

Chow, V T., Open-Channel Hydraulics, McGraw-Hill, New York, 1959.

Chow, V T., Handbook of Applied Hydrology, Sections 7 and 25-11, McGraw-Hill, New York, 1964.

Chow, V T., D. R. Maidment, and L. W. Mays, Applied Hydrology, McGraw-Hill, New York, 1988.

Cunge, J. A., On the subject of a flood propagation computation method (Muskingum method), J. Hydraul. Res., 7, (2), 205-230, 1969.

Cunge, J. A., F. M. Holly, Jr., and A. Verway, Practical Aspects of Computational River Hydraulics, Pitman, Boston, MA, 1980.

DeLong, L. L., Extension of the unsteady one-dimensional open-channel flow equations for flow simulation in meandering channels with flood plains, in Selected Papers in Hydrologie Science, U.S. Geological Survey Water Supply Paper 2220, 1986, pp. 101-105.

DeLong, L. L. Mass conservation: 1-D open channel flow equations, J. Hydraul. Div., 115(2), 263-268, 1989.

Dooge, J. C. I., W. G. Strupczewski, and J. J. Napiorkowski, Hydrodynamic derivation of storage parameters of the Muskingum model, J. Hydrol., (54), 371-387, 1982.

Dronkers, J. J., Tidal computations for rivers, coastal areas, and seas, J. Hydraul. Dlv., ASCE, P5(HY1), 29-77, 1969.

Fread, D. L., Discussion of implicit flood routing in natural channels, by M. Amein and C. S. Fang, J. Hydraul. Div. ASCE, P7(HY7), 1156-1159, 1971.

Fread, D. L., Technique for implicit dynamic routing in rivers with tributaries, Water Resour. Res., 9(4), 918-926, 1973.

Fread, D. L., Numerical Properties of Implicit Four-Point Finite Difference Equations of Unsteady Flow, HRL-45, NOAA Technical Memo NWS HYDRO-18, Hydrologie Research Laboratory, National Weather Service, Silver Spring, MD, 1974.

Fread, D. L., The development and testing of a dam-break flood forecasting model, in Proceedings of Dam-Break Flood Modeling Workshop, U.S. Water Resources Council, Washington, DC, 1977, 164-197.

Fread, D. L., NWS operational dynamic wave model, in Verification of Mathematical and Physical Models, Proceedings of 26th Annual Hydr. Div. Specialty Conf, American Society of Chemical Engineers, College Park, MD, 1978, pp. 455^464.

Fread, D. L., Computational extensions to implicit routing models, in Proceedings of the Conference on Frontiers in Hydraulic Engineering, MIT, Cambridge, MA, 1983, pp. 343348.

Fread, D. L., Channel routing, in M. G. Anderson and T. R Burt (Eds.), Hydrological Forecasting, Wiley, New York, 1985, pp. 437 503.

Fread, D. L., The NWS DAMBRK Model: Theoretical Background/User Documentation, HRL-256, Hydrologie Research Laboratory, National Weather Service, Silver Spring, MD, 1988.

Fread, D. L., Flood routing and the Manning n, in B. C. Yen, (Ed.), Proceedings of the International Conference for Centennial of Manning's Formula and Kuichling's Rational Formula, Charlottesville, VA, 1989, 699-708.

Fread, D. L., Flow routing, in D. Maidment (Ed.), Handbook of Hydrology McGraw-Hill, New York, 1992, pp. 10.1-10.36.

Fread, D. L., Selection of Ax and At computational steps for four-point implicit non-linear dynamic routing models, in Proceedings, National Hydraulic Engineering Conference, American Society of Chemical Engineers, San Francisco, CA, 1993.

Fread, D. L., Dam-breach floods, in V. J. Singh (Ed.), Hydrology of Disasters, Kluwer Academic, Boston, 1995, pp. 85-126.

Fread, D. L., and T. E. Harbaugh, Open channel profiles by Newton iteration technique, J. Hydrol., 13, 79-80, 1971.

Fread, D. L. and J. M. Lewis, NWS FLDWAV Model: Theoretical Description/User Documentation, HAL-406, Hydrologie Research Laboratory, National Weather Service, Silver Spring, MD, Nov., 1998.

Fread, D. L., M. Jin, and J. M. Lewis, An LPI numerical implicit solution for unsteady mixed-flow simulation, in Proceedings, North American Water and Environment Congress '96, American Society of Chemical Engineers, Anaheim, CA, 1996.

Froehlich, D. C., Embankment-dam breach parameters, in Proceedings of the 1987 National Conference on Hydraulic Engineering, American Society of Chemical Engineers, New York, 1987, pp. 570-575.

Garrison, J. M., J. P. Granju, and J. T. Price, Unsteady flow simulation in rivers and reservoirs, J. Hydraul. Div. ASCE, 95(HY5), 1559-1576, 1969.

Gray, W. G., G. F. Pinder, and C. A. Brebbia, Finite Elements in Water Resources, Pentech Press, London, 1977.

Henderson, F. M., Open Channel Flow, Macmillan, New York, 1966, pp. 285-287.

Hydrologie Engineering Center, HEC-1 Flood Hydrograph Package—Users Manual, U.S. Army Corps of Engineers, Davis, CA, 1981.

Isaacson, E., J. J. Stoker, and A. Troesch, Numerical Solution of Flood Prediction and River Regulation Problems, Report II/III, No. IMM-NYU-205/235, New York University Institute of Mathematics and Science, New York, 1954, 1956.

Jarrett, R. D., Hydraulics of high-gradient streams, J. Hydraul. Div. ASCE, 770(HY11), 15191539, 1984.

Jin, M., and D. L. Fread, One-dimensional routing of mud/debris flows using NWS FLDWAV model, in Proceedings, First International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, American Society of Chemical Engineers, New York, 1997.

Jin, M., D. Fread, and J. Sylvestre, Channel routing in river networks using NWS FLDWAV model, in 2000 Joint Conference on Water Resources Engineering and Water Resources Planning and Mangement, ASCE Proceedings CD ROM.

Jones, S. B., Choice of space and time steps in the Muskingum-Cunge flood routing method, Proc. Inst. Civ. Eng., Part 2, No. 71, 759-772, 1981.

Laplace, P. S., Recherches sur quelques points due systeme du monde, [Researches on some points of world system], in Memoirs, Vol. 9, Acad. Sei., Paris, 1776.

Lewis, J. M., D. L. Fread, and M. Jin, An extended relation technique for modeling unsteady flows in channel networks using the NWS FLDWAV model, in Proceedings, North American Water and Environment Congress '96, American Society of Chemical Engineers, Anaheim, CA, 1996.

Liggett, J. A., Basic equations of unsteady flow, in K. Mahmood and V. Yevjevich, (Eds.), Unsteady Flow in Open Channels, Water Resources, Fort Collins, CO, 1975, pp. 29-62.

Liggett, J. A., and J. A. Cunge, Numerical methods of solution of the unsteady flow equations, in K. Mahmood and V. Yevjevich (Eds.), Unsteady Flow in Open Channels, Vol. I, Water Resources, Fort Collins, CO, 1975, pp. 89-182.

Linsley, R. K., M. A. Kohler, and J. L. H. Paulhus, Hydrology for Engineers, McGraw-Hill, New York, 1986, pp. 502-530.

Manning, R., On the flow of water in open channels and pipes, Trans. Inst. Civil Eng. Ireland, 20, 161-195, 1889.

McCarthy, G. T., The unit hydrograph and flood routing, in Conf. of the North Atlantic Div., U.S. Corps of Engineers, New London, CT, 1938.

Miller, W. A., and J. A. Cunge, Simplified equations of unsteady flow, in K. Mahmood and V Yevjevih (Eds.), Unsteady Flow in Open Channels, Vol. I Water Resources, Fort Collins, CO, 1975, pp. 183-257.

Newton, Sir I., Propositions, Book 2, in Principia, Royal Society, London, 1687, pp. 44^6.

O'Brien, J. S., and P. Julien, Physical properties and mechanics of hyper-concentrated sediment flows, in D. S. Bowles (Ed.), Delineation of Landslide, Flash Flood, and Debris Flow

Hazards in Utah, General Series UWRL/G-85/03, Utah State University, Utah Water Research Laboratory, Logan, UT, 1984, pp. 260-279. Poisson, S.D., Memoir on the theory of waves, in Memoirs, Vol. 1, Acad. Sei., Paris, 1816, pp. 71-186.

Ponce, V M., and V Yevjevich, V Muskingum-Cunge method with variable parameters, J.

Hydraul. Div. ASCE, 104(HY12), 1663-1667, 1978. Preissmann, A., Propagation of translatory waves in channels and rivers, in Proc. First

Congress of French Assoc. for Computation, Grenoble, France, 1961, pp. 433—442. Rajar, R., Mathematical simultion of dam-break flow, J. Hydraul. Div. ASCE, 104( HY7), 10111026, 1978.

Saint-Venant, Barré de, Theory of unsteady water flow, with application to river floods and to propagation of tides in river channels, in Computes rendus, Vol. 73, Acad. Sei., Paris, France, 1871, 148-154, 237-240. (Translated into English by U.S. Corps of Engineers, No. 49-g, Waterways Experiment Station, Vicksburg, MS, 1949.) Samuels, P. G., Models of Open Channel Flow Using Preissmann's Scheme, Cambridge

University Press, Cambridge, 1985, pp. 91-102. Sayed, I., and D. C. Howard, Application of dynamic backwater modeling to Mactaquac headpond—Saint John River, N.B., in Proceedings of 6th Canadian Hydrotechnical Conference, Canadian Society for Civil Engineering, 1983, pp. 203-220. Schaffranek, R. W., Flow Model for Open Channel Reach or Network, Professional Paper No.

1384, U.S. Geological Survey, 1987. Singh, V P., and R. C. McCann, Some notes on Muskingum method of flood routing, J.

Hydrol., 48(3), 343-361, 1980. Stoker, J. J., Numerical Solution of Flood Prediction and River Regulation Problems; Derivation of Basic Theory and Formulation of Numerical Methods of Attack, Report I, No. IMM-NYU-200, New York University Institute of Mathematical Science, New York, 1953.

Stoker, J., Water Waves, Interscience, New York, 1957, pp. 452-455.

Streeter, V L., and E. B. Wylie, Hydraulic Transients, McGraw-Hill, New York, 1967, pp. 239-259.

StrelkofF, T., The one-dimensional equations of open-channel flow, J. Hydraul. Div., ASCE,

95(HY3), 861-874, 1969. StrelkofF, T., Numerical solution of Saint-Venant equations, J. Hydraul. Div. ASCE, 96(HY1), 223-252, 1970.

StrelkofF, T., and N. D. Katopodes, Border irrigation hydraulics with zero inertia, J.

Irrig./Drain. Div. ASCE, 103, 325-342, 1977. Strupczewski, W., and Z. Kundzewicz, Translatory characteristics of the Muskingum method of flood routing—a comment, J. Hydrol., 98, 363-368, 1980. Viessman, Jr., W., J. W. Knapp, G. L. Lewis, and T. E. Harbaugh, Introduction to Hydrology, 2nd ed., Intext Educational Publishers, New York, 1977.

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