Abstract
As a subdiscipline of water resources engineering, open-channel hydraulics is of critical importance to human history. This chapter starts with a brief history of open-channel hydraulics. Then the fundamental concepts in open-channel hydraulics (specific energy, momentum, and resistance) are introduced. The new development on the subject of open-channel flow modeling is discussed at some length. A general introduction on 1D, 2D, and 3D computer modeling and examples will be given. Despite the tremendous progress made in the past, modern and future challenges include revisiting past projects which were designed using less than ideal standards, effect of climate variability, and natural open channels in the arid environment. The chapter concludes with a discussion of potential future directions.
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References
Rouse H, Ince S (1957) History of hydraulics. Dover Publications, New York
Reisner M (1986) Cadillac Desert. Viking Penguin, Inc., New York
Kahrl WL (1982) Water and power: the conflict over Los Angeles water supply in the Owens Valley. University of California Press, Berkeley, CA
USACE (2010) HEC-RAS river analysis system, hydraulic reference manual. US Army Corps of Engineers Hydrologic Engineering Center, Davis, CA
FHA (2000) Chapter 8: stilling basins. Hydraulic design of energy dissipators for culverts and channels, hydraulic engineering circular no. 14, 3rd edn 2. Federal Highway Administration, Washington DC
Wei CY, Lindell JE (1999) Chapter 18: hydraulic design of stilling basins and energy dissipators. In: Mays LW (ed) Hydraulic design handbook. McGraw-Hill, New York, NY
Levi E (1995) The science of water: the foundation of modern hydraulics. American Society of Civil Engineers, New York, NY
Herschel C (1897) 115 Experiments on the carrying capacity of large, Riveted Metal Conduits (Google books). Robert Drummond, Electrotyper and Printer, New York
Flamant A (1900) Hydraulique (Google books), 2nd edn. Beranger, Paris
Fischenich C (2000) Robert manning (a historical perspective), ERDC TN-EMRRP-SR-10. U.S. Army Engineer Research and Development Center, Environmental Laboratory, Vicksburg, MS
King HW (1918) Handbook of hydraulics for the solution of hydraulic problems. McGraw-Hill, New York
Sturm TW (2010) Open channel hydraulics, 2nd edn. McGraw Hill Higher Education, Burr Ridge, IL
Mays LW (2005) Water resources engineering. Wiley, Berlin
U.S. Army Corps of Engineers (2003) Subquehanna River flood warning and response system. Project report PR-56. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA
Tate EC, Maidment DR, Olivera F, Anderson DJ (2002) Creating a terrain model for floodplain mapping. J Hydrol Eng 7(2):100–108
Bermúdez A, RodrÃguez C, Vilar MA (1991) Solving shallow water equations by a mixed implicit finite element method. IMA J Numer Anal 11(1):79–97
Bradford SF, Sanders BF (2002) Finite-volume model for shallow-water flooding of arbitray topography. J Hydraul Eng 128(3):289–298
Weiming W (2004) Depth-averaged 2-D numerical modeling of unsteady flow and nonuniform sediment transport in open channels. J Hydraul Eng 130(10):1013–1024
Liu X, GarcÃa MH (2008) Coupled two-dimensional model for scour based on shallow water equations with unstructured mesh. Coast Eng 55(10):800–810
Liu X, Parker G, Czuba J, Oberg K, Mier JM, Best JL, Parsons DR, Ashmore P, Garcia MH (2011) Sediment Mobility and Bed Armoring in the St. Clair River: insights from hydrodynamic modeling. Earth Surface Processes and Landform 37(9):957–970
Fujihara M, Borthwick AGL (2000) Godunov-type solution of curvilinear shallow-water equations. J Hydraul Eng 126(11):827–836
Borthwick AGL, León SC, Józsa J (2001) Adaptive quadtree model of shallow-water hydrodynamics. J Hydraul Res 39(4):413–424
Galland JC, Goutal N, Hervouet JM (1991) TELEMAC—a new numerical model for solving shall-water equations. Adv Water Resour 14(3):138–148
TUFLOW (2008) TUFlOW user manual, GIS based 2D/1D hydrodynamic modelling, TUFLOW
Godunov SK (1959) A difference scheme for numerical solution of discontinuous solution of hydrodynamic equations. Math Sbornik 47:271–306, translated US Joint Publ. Res. Service, JPRS 7226, 1969
Hirsch C (1990) Numerical computation of internal and external flows. Computational methods for inviscid and viscous flows, vol 2, Wiley series in numerical method in engineering. Wiley, Berlin
Roe PL (1981) Approximate Riemann solvers, parameter vectors, and difference schemes. J Comput Phys 43:357–372
Parker G (1990) Surface-based bedload transport relation for gravel rivers. J Hydraul Res 28(4):417–436
Czuba JA, Oberg KA, Best J, Parsons DR (2009) The effect of channel shape, bed morphology, and shipwrecks on flow velocities in the Upper St. Clair River. Proceedings of 33rd IAHR congress, Vancouver, BC, Canada
Tennekes H, Lumley JL (1972) A first course in turbulence. MIT Press, Cambridge, MA
Sagaut P (2001) Large eddy simulation for incompressible flows: an introduction. Springer, Berlin
Wilcox DC (2006) Turbulence modeling for CFD, 3rd edn. DCW Industries, La Canada, CA
Liu X, GarcÃa MH (2008) A 3D numerical model with free water surface and mesh deformation for local sediment scour. J Waterw Port Coast Ocean Eng 134(4):203–217
Hirt CW, Nichols BD (1981) Volume of fluid (vof) method for dynamics of free boundaries. J Comput Phys 39(1):201–225
Sethian JA (1996) Level set methods: evolving interfaces in geometry, fluid mechanics, computer vision, and material science, Cambridge monographs on applied and computational mathematics. Cambridge University Press, Cambridge
Rodi W (1980) Turbulence models and their applications in hydraulics. IAHR monograph series. Rotterdam, Brookfield, A.A. Balkema
OpenCFD (2010) Openfoam: the open source computational fluid dynamics (CFD) toolbox. http://www.OpenFoam.org
Weller HG, Tabor G, Jasak H, Fureby C (1998) A tensorial approach to computational continuum mechanics using object-oriented techniques. Comput Phys 12(6):620–631
Rosgen DL, Silvey HL (1996) Applied river morphology. Wildland Hydrology Books, Fort Collins, CO
Flippin-Dudley SJ, Abt SR, Bonham CD, Watson CC, Fischenich JC (1997) A point quadrant method of vegetation measurement for estimating flow resistance. Technical Report EL-97–XX. U.S. Army Waterways Experiment Station, Vicksburg, MS
Kouwen N, Fathi-Moghadam M (2000) Friction factors for coniferous trees along rivers. J Hydraul Eng ASCE 126(10):732–740
Murray KE, Bush JK, Haschenburger JK, French RH (2008) Technical and field guide: management practices for natural waterways. Center for Water Research, University of Texas at San Antonio, San Antonio, TX
Cayan DR, Peterson DH (1989) The influence of North Pacific circulation on streamflow in the West. Aspects of climate variability in the Pacific and Western Americas. Geophys Monogr 55:375–398
Anstey RL (1965) Physical characteristics of alluvial fans, Technical Report ES-20. US Army Natick Laboratories, Natick, MA
Federal Register (1989) 54(156)
Dawdy DR (1979) Flood frequency estimates on alluvial fans. J Hydraul Div Proc Am Soc Civil Eng 105(HY11):1047
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Liu, X. (2014). Open-Channel Hydraulics: From Then to Now and Beyond. In: Wang, L., Yang, C. (eds) Modern Water Resources Engineering. Handbook of Environmental Engineering, vol 15. Humana Press, Totowa, NJ. https://doi.org/10.1007/978-1-62703-595-8_2
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DOI: https://doi.org/10.1007/978-1-62703-595-8_2
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