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Problems in reverse routing

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In contrast to direct downstream routing of flood flows, the complementary problem of reverse upstream routing is ill-posed and the calculations are subject to instability. However, the reverse routing procedure is useful both in irrigation management and in the control of flash floods by upstream reservoirs. Systematic study of reverse routing in uniform channels reveals a number of features that could prove of value in optimising such procedures.
Słowa kluczowe
Rocznik
Strony
357--371
Opis fizyczny
Bibliogr. 29 poz.
Twórcy
autor
  • Centre for Water Resources Research, University College Dublin, Earlsfort Terrace, Dublin 2, Ireland
autor
  • Centre for Water Resources Research, University College Dublin, Earlsfort Terrace, Dublin 2, Ireland
Bibliografia
  • Abbott, M.B., 1979: Computational Hydraulics, Pitman Publ., London.
  • Bautista, E., A.J. Clemmens and T. Strelkoff, 1997: "Comparison of numerical procedures for gate stroking", ASCE J.Irrig. and Drain. Engrg. 123, pp. 129-136.
  • Bodley, W.E., and F.B. Wylie, 1978: "Control of transients in series of channels and gates", J. Hydraul. Div. ASCE 104, HYIO, pp. 1395-1407.
  • Bruen, M., and J.C.I .Dooge, 1993: "Flash flood control using reverse routing". Technical Reiport on TELFLOOD Project, pp. 48, Centre for Water Resources Research, Universit College Dublin.
  • Clemmens, A.J. (ed.), 1998: "Canal Automation", Special issue of ASCE J. Irrig. and Drain Engrg. 124(1), pp. 1-63.
  • Cunge, J.A., P.M. Holly and A. Verwey, 1980: "Practical Aspects of Computational River Hydraulics". Pitman Publ., London, pp. 420.
  • Dooge, J.C.I., 1973: "Linear Theory of Hydrologie Systems", Tech. Bull. 1468, USDA-ARS., pp. 327.
  • Dooge, J.C.I., and B.M. Hariey, 1967a: "Linear routing in uniform open channels". Proc. Intern. Hydrology Symposium, Fort Collins, Colorado, 6-8 Sept. 1, pp. 57-63.
  • Dooge, J.C.L, and B.M. Harley, 1967b: "Linear routing in uniform open channels". Proc. Intern. Hydrology Symposium, Fort Collins, Colorado, 6-8 Sept. 2, pp. 98-113.
  • Dooge, J.C.L, J.J. Napiórkowski and W.G. Strupczewski, 1987: "The linear downstream response of a generalized uniform channel". Acta Geophys. Pol. 35 (3), pp. 277-291.
  • Eli, R.N., J.M. Wiggert and D.N. Contractor, 1974: "Reverse flow routing by the implicit] method". Water Resources Res. 10 (3), pp. 597-600.
  • Franchini, M., and E. Todini, 1986: "PAB. Uno schema di calcelo per la simulazione di partrobaziase propagantezi cantro corrente in canali a pelo libero". Energia Elettrica 63 (6) (in Italian).
  • Hayami, S., 1951: "On the propagation of flood waves", Disaster Prevent. Res. Inst. Bull. 1, pp. 1-16.
  • Henderson, F M., 1966: Open Channel Flow, Macmillan Company, New York. Kalinin, G.P., and P.I. Milyukov, 1957: "On the computation of unsteady flow in open channels". Meteor. Gidrol. 10, pp. 10-18 (in Russian).
  • Kundzewicz, Z.W., and J.C.I. Dooge, 1989: "Attenuation and phase shift in linear flood rout¬ing", Hydrolog. Sci. J. 34 (1), pp. 121-139.
  • Liu, F., J. Feyen, and J. Berlamant, 1992: "Computation methods for regulating unsteady flow in open channels", ASCE J. Irrig. and Drain. Engrg. 118, pp. 674-669.
  • McCarthy, G.T., 1939: "The unit hydrograph and flood routing". Unpublished paper presented at the Conference of the North Atlantic Division of U.S. Corps of Engineers, Providence, Rhode Island, June 1938 (revised March 1939).
  • Meyer, O.K., 1941: "Simplified flood routing". Civil Engineering 11 (5), pp. 306-307.
  • Nachlik, E., and M. Witt, 1990: "Application of hydrodynamic models of flood wave propagation in the upper Vistula river systems in flood protection of the basin". Report No. CPBR 11.10.5.25, Technical University of Cracow (unpublished report, in Polish).
  • Nachlik, E., and M. Witt, 1993: "HydrauUc models of outflow control in upper Vistula system". Proc. Intern. Conf. Hydrosci. Engineering, Washington.
  • Napiórkowski, J.J., 1992: "Linear theory of open channel flow". In: J.P. O'Kane (ed.). Advances in Theoretical Hydrology, Elsevier, Amsterdam, pp. 3-15.
  • Preissmann, A., 1961: "Propagation des intumescences dans les canaux et revieres". ler Congres de I'Assoc. Francaise de Calcul, Grenoble, pp. 433-442.
  • Romanowicz, R.J., J.C.L Dooge and Z.W. Kundzewicz, 1988: "Moments and cumulants of linearised St. Venant equation". Adv. Water Resour. 11, pp. 92-100.
  • St.-Venant, B. de, 1871: "Theorie de liquids non-permanent des eaux avec application aux cave des rivieres et ä I'introduction des marees dans leur lit (Theory of the unsteady move¬ment of water with application to river floods and the introduction of tidal floods in their river beds)", Acad. Sci. Paris, Comptes Rendas 73, pp. 148-154 and 33, pp. 237-249.
  • Szymkiewicz, R., 1993: "Solution of the inverse problem for the Saint Venant equations", J. Hydrol. 147, pp. 105-120.
  • Szymkiewicz, R., 1996: "Numerical stability of implicit four-point scheme applied to inverse linear flood routing", J. Hydrol. 176, pp. 13-23.
  • Thomas, H.A., 1977: Hydraulics of Flood Movement in Rivers, Carnegie Institute of Applied Technology, Pittsburgh. Weizmann, P.E., and E.M. Lawrenson, 1979: "Approximate flood routing methods: a review", ASCE J. Hydraulic Res. 105 (2), pp. 1521-1536.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL7-0009-0039
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