Simulation of Transcritical Flow in Pipe/Channel Networks
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 12
Abstract
Using finite difference methods in conjunction with the reduced momentum equation and applying boundary condition structure inherent to subcritical flow to all regimes, is an approach that enables efficient numerical simulation of supercritical and transcritical flows in pipe/channel systems. However, as well as certain errors within a single channel due to incomplete equations, this technique also may introduce unwanted effects propagating across a network in both upstream and downstream directions. These may include: unrealistic backwater effects due to improper boundary conditions, nonamplifying oscillations due to jerky jump movement, and other computational instabilities. Practical implications of these are analyzed in detail and are illustrated using a set of examples. Sensitivity analyzes and comparisons with analytical solutions and laboratory experiments are made. The measures to reduce the inaccuracies inevitable in simulation of transcritical flows are discussed.
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References
1.
Abbott, M.B., and Minns, A.W. ( 1998). Computational hydraulics, 2nd Ed., Ashgate, Aldershot, England.
2.
Aral, M. M., Zhang, Y., and Jin, S. (1998). “Application of a relaxation scheme to wave-propagation simulation in open-channel networks.” J. Hydraul. Eng., 124(11), 1125–1133.
3.
Barnett, A. G. (1994). “Discussion of paper ‘On the numerical modelling of supercritical flow’ by V. Kutija.” J. Hydraul. Res., 32(5), 787–791.
4.
Braschi, G., and Gallati, M. ( 1992). “A conservative flux prediction algorithm for the explicit computation of transcritical flow in natural streams.” Proc., Hydraulic Engineering Software IV, Valencia, CMP, Southampton, U.K., 381–394.
5.
Cardle, J. A. (1991). “Evaluation of stormwater control algorithms using a transient mixed flow model.” Water Resour. Bull., 27(5), 819–830.
6.
Christodoulou, G. C. (1993). “Incipient hydraulic jump at channel junctions.” J. Hydraul. Eng., 119(3), 409–421.
7.
Cunge, J.A., Holly, F.M., Jr., and Verwey, A. ( 1980). Practical aspects of computational river hydraulics, Pitman, London.
8.
Del Guidice, G., and Hager, W. H. (2001). “Supercritical flow in 45° junction manhole.” J. Irrig. Drain. Eng., 127(2), 100–108.
9.
DHI Software (1998). MOUSE 4.01 for Windows 95/NT 4.0, User manual and tutorial, Hørsholm, Denmark.
10.
Djordjević, S. ( 2001). “A mathematical model of the interaction between surface and buried pipe flow in urban runoff and drainage.” Doctoral thesis, Faculty of Civil Engineering, Univ. of Belgrade, Belgrade, Serbia (in Serbo-Croatian).
11.
Djordjević, S., Prodanović, D., and Maksimović, Č (1999). “An approach to simulation of dual drainage.” Water Sci. Technol., 39(9), 95–103.
12.
Djordjević, S., Prodanović, D., Maksimović, Č, Ivetić, M., and Savić, D. ( 2004). “SIPSON—Simulation of interaction between pipe flow and surface overland flow in networks.” Proc., 6th Int. Conf. on Urban Drainage Modeling UDM'04 Dresden, Germany, 115—124.
13.
Friazinov, I. V. (1970). “Solution algorithm for finite difference problems on directed graphs.” USSR USSR Comput. Math. Math. Phys., 10(2), 474–477 (in Russian).
14.
García-Navarro, P., Alcrudo, F., and Savirón J. M. (1992). “1-D open-channel flow simulation using TVD-MacCormack scheme.” J. Hydraul. Eng., 118(10), 1359–1372.
15.
Gargano, R., and Hager, W. H. (2002). “Supercritical flow across sewer manholes.” J. Hydraul. Eng., 128(11), 1014–1017.
16.
Havnø, K., Brorsen, M., and Refsgaard, J.C. ( 1985). “Generalized mathematical modelling system for flood analysis and flood control design.” Proc., 2nd Int. Conf. on the Hydraulics of Floods & Flood Control, Cambridge, BHRA, Cranfield, U.K., 301–312.
17.
Hosoda, T., Tada, A., Iwata, M., Muramoto, Y., and Furuhachi, T. (1997). “Numerical analysis of hydraulic transients induced by the inflow discharge into the underground channel.” Annuals Disaster Prevention Res. Inst., Kyoto University, 40B-2, 425–432 (in Japanese).
18.
Ji, Z. (1998). “General hydrodynamic model for sewer/channel network systems.” J. Hydraul. Eng., 124(3), 307–315.
19.
Jin, M., Coran, S., and Cook, J. ( 2002). “New one-dimensional implicit numerical dynamic sewer and storm model.” Proc., 9th Int. Conf. on Urban Drainage (CD-ROM), ASCE, Reston, Va.
20.
Jovanović, M., and Djordjević, D. (1995). “Experimental verification of the MacCormack numerical scheme.” Adv. Eng. Software, 23(1), 61–68.
21.
Khan, A. A., and Steffler, P. M. (1996). “Physically based hydraulic jump model for depth-averaged computations.” J. Hydraul. Eng., 122(10), 540–548.
22.
Kutija, V. (1993). “On the numerical modelling of supercritical flows.” J. Hydraul. Res., 31(6), 841–858.
23.
Kutija, V. (1995). “A generalized method for the solution of flows in networks.” J. Hydraul. Res., 33(4), 535–554.
24.
Kutija, V., and Hewett, C. J. M. (2002). “Modelling of supercritical flow conditions revisited; NewC scheme.” J. Hydraul. Res., 40(2), 145–152.
25.
Lee, T-h., Zhou, Z., and Cao, Y. (2002). “Numerical simulations of hydraulic jumps in water sloshing and water impacting.” J. Fluids Eng., 124(1), 215–226.
26.
MacDonald, I., Baines, M. J., Nichols, N. K., and Samuels, P. G. (1997). “Analytic benchmark solutions for open channel flows.” J. Hydraul. Eng., 123(11), 1041–1045.
27.
Martín Vide, J. P., Dolz, J., and del Estal, J. (1993). “Kinematics of the moving hydraulic jump.” J. Hydraul. Res., 31(2), 171–186.
28.
Meselhe, E. A., and Holly, F. M., Jr. (1997). “Invalidity of Preissmann scheme for transcritical flows.” J. Hydraul. Eng., 123(7), 652–655.
29.
Meselhe, E. A., Sotiropoulos, F., and Holly, F. M., Jr. (1997). “Numerical simulation of transcritical flow in open channels.” J. Hydraul. Eng., 123(9), 774–783.
30.
Preissmann, A. ( 1961). “Propagation des intumescences dans les canaux et rivières.” Proc., 1st Congress Association Francaise de Calcul, Grenoble, AFC, Paris, 433–442 (in French).
31.
Press, W.H., Teukolsky, S.A., Vetterling, W.T., and Flannery, B.P. ( 1992). Numerical recipes in C, The art of scientific computing, 2nd Ed., Cambridge University Press, Cambridge, Mass.
32.
Prodanović, D. ( 1999). “Improvement of the methods for the hydroinformatics application in urban runoff analyzis.” Doctoral thesis, Faculty of Civil Engineering, Univ. of Belgrade, Belgrade, Serbia (in Serbo-Croatian).
33.
Rahman, M., and Chaudry, M. H. (1995). “Simulation of hydraulic jump with grid adaptation.” J. Hydraul. Res., 33(4), 555–569.
34.
Savic, Lj., and Holly, F. M., Jr. (1993). “Dambreak flood waves computed by modified Godunov method.” J. Hydraul. Res., 31(2), 187–204.
35.
Schwanenberg, D., and Harms, M. (2004). “Discontinuous Galerkin finite-element method for transcritical two-dimensional shallow water flows.” J. Hydraul. Eng., 130(5), 412–421.
36.
Wallingford Software (2001). HydroWorks v7.0 documentation, Wallingford, U.K.
37.
Younus, M., and Chaudry, M. H. (1994). “A depth-averaged turbulence model for the computation of free-surface flows.” J. Hydraul. Res., 32(4), 415–444.
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Copyright © 2004 ASCE.
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Published online: Nov 15, 2004
Published in print: Dec 2004
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