Range of Tidal Flow Modeling
Publication: Journal of Hydraulic Engineering
Volume 123, Issue 4
Abstract
The development of tidal flow modeling must be seen within the context of its applications (especially to morphological and water quality problems), and then to its integration with short-period wave modeling, cohesive and noncohesive sediment process modeling, and a wide range of biochemical and ecological process modeling activities. Moreover, these models are themselves dependent on extensive measuring programs carried out both in the field and in the laboratory. The application of tidal models to a number of very large projects has justified the correspondingly rapid development of both integrated modeling capabilities and field measuring capabilities, together with a continuing investment in laboratory studies. Alongside this, the ongoing large-scale dissemination of fourth-generation modeling tools has provided a further impetus to enhance the reliability, flexibility, and availability of generic tidal modeling systems. The range of tidal modeling is introduced here within this context and in relation to the working environments within which tidal models are now most commonly applied.
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References
1.
Abbott, M. B. (1979). Computational hydraulics. Ashgate Publishing Co., Aldershot, U.K. and Brookfield, U.S.A.
2.
Abbott, M. B. (1991). Hydroinformatics: advanced information technology and the aquatic environment. Ashgate Publishing Co., Aldershot, U.K. and Brookfield, U.S.A.
3.
Abbott, M. B.(1993). “The electronic encapsulation of knowledge in hydraulic, hydrology and water resources.”Adv. in Water Resour., 16, 21–39.
4.
Abbott, M. B. (1994). “The question concerning ethics or: the metamorphosis of the object.”Proc., 1st Int. Conf. on Hydroinformatics, A. A. Balkema, Rotterdam, The Netherlands.
5.
Abbott, M. B. (1996). “The sociotechnical dimension of hydroinformatics.”Proc., 2nd Int. Conf. on Hydroinformatics, A. A. Balkema, Rotterdam, The Netherlands.
6.
Abbott, M. B., and Basco, J. R. (1989). Computational fluid dynamics. John Wiley & Sons, Inc., New York, N.Y.
7.
Abbott, M. B., and Madsen, P. E. (1994). “Modelling of short period waves.”Coastal, estuarial and harbour engineers reference book, M. B. Abbott and W. A. Price, eds., E&FN Spon, London, England.
8.
Abbott, M. B., Havnø, K., and Lindberg, S.(1991). “The fourth generation of numerical modelling in hydraulics.”J. Hydr. Res., 29(3), 581–600.
9.
Abbott, M. B., Larsen, J., and Tao, J.(1985). “Modelling circulations in depth-averaged flows, Part 1: the accumulation of the evidence.”J. Hydr. Res., 23, 309–326.
10.
Abbott, M. B., Larsen, J., and Tao, J.(1985). “Modelling circulations in depth-averaged flows, Part 2: a reconciliation.”J. Hydr. Res., 23, 397–420.
11.
Abbott, M. B., Amdisen, L. K., Babobic, V., Barreta, J., and Dørge, J. (1994). “Modelling ecosystems using intelligent agents.”Proc., 1st Int. Conf. on Hydroinformatics, A. Verwey, V. Babovic, A. W. Minns, and C. Maksimovic, eds., A. A. Balkema, Rotterdam, The Netherlands.
12.
Amdisen, L. K. (1992). “A diagnostic framework for hydrodynamic networks.”Rep. EF279, Danish Acad. of Tech. Sci., Denmark.
13.
Amdisen, L. K. (1994a). “A fuzzy set model for interpretation of discrepencies between observed and expected situations.”Proc., 1st Int. Conf. on Hydroinformatics, A. A. Balkema, Rotterdam, The Netherlands.
14.
Amdisen, L. K. (1994b). “An architecture for hydroinformatic systems based on rational reasoning.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
15.
Amdisen, L. K. (1994c). “The role of knowledge based techniques in model-based control.”Proc., 1st Int. Conf. on Hydroinformatics, A. A. Balkema, Rotterdam, The Netherlands.
16.
Amdisen, L. K., Gavranovic, N., and Yde, L. (1994d). “Model based control—a hydroinformatic approach to real-time control of urban drainage systems.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
17.
Babovic, V. (1996). Emergence, evolution, intelligence: hydroinformatics. A. A. Balkema, Rotterdam, The Netherlands.
18.
Babovic, V., and Minns, A. W. (1994). “The Rosetta Stone.”Proc., 1st Int. Conf. on Hydroinformatics, A. A. Balkema, Rotterdam, The Netherlands.
19.
Bárdossy, A., and Disse, M.(1993). “Fuzzy rule-based models for infiltration.”Water Resour. Res., 29, 373–382.
20.
Barr, M., and Wells, C. (1995). Category theory for computing science. Prentice-Hall, Inc., London, England.
21.
Barth, N., and Wunsch, C.(1990). “Oceanographic experiment design by simulated annealing.”J. Phys. Oceanography, 20, 1249–1263.
22.
Bedford, K. W. (1994). “Diffusion, dispersion and sub-grid parameterization.”Coastal, estuarial and harbour engineers reference book, M. B. Abbott and W. A. Price, eds., E&FN Spon, London, England. 69–82.
23.
Belleudy, P., Darlet, L., and Sauveget, P. (1994). “A new modeller-client-decision maker interface: video animation.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
24.
Bennett, A. F.(1992). “A generalized inverse of a nonlinear quasigeostrophic ocean circulation model.”J. Phys. Oceanography, 22, 213–230.
25.
Bennett, A. F. (1992). Inverse methods in physical oceanography. Cambridge University Press, London, England.
26.
Bomford, G. (1971). Geodesy, 4th Ed., Oxford University Press, New York, N.Y.
27.
Bo-Pedersen, F. (1986). Environmental hydraulics: stratified flows; lecture notes on coastal and estuarial studies. 18, Springer-Verlag KG, Berlin, West Germany.
28.
Brooks, A. N., and Hugues, T. J. R.(1982). “Streamline upwind Petrov-Galerkin formulations for convective dominated flows with particular emphasis on Navier-Stokes equations.”Comp. Method in App. Mech. and Engrg., 32, 199–259.
29.
Brøker, I., Johnsen, J., and Jensen, A. (1994). “The spreading of dredging spoils during construction of the Denmark-Sweden link.”Proc., 24th Int. Conf. on Coast. Engrg.
30.
Chivers, R. C., Emerson, N., and Burns, D. R.(1990). “New acoustic processing for underway surveying.”Hydrographic J., 56, 9–17.
31.
Chorin, A. S. (1967). “A numerical method for solving incompressible viscous flow problems.”J. Comp. Physics, 2.
32.
Clausen, O. P. (1994). SATCOM data transmission system: the environmental monitoring programme in the Sound. Danish Hydr. Inst./LIC enrg. in collaboration with Swedish Meteorological and Hydr. Inst., Danish Hydr. Inst., Hørsholm, Denmark.
33.
Coad, P., and Yourdon, E. (1991). Object-oriented analysis. Prentice-Hall, Inc., Englewood Cliffs, N.J.
34.
Cruz-Leon, S. (1991). “Solving curvilinear shallow water equations using a parallel computer,” MSc thesis, H. R. Wallingford and IHE, Delft, The Netherlands.
35.
Dahl-Madsen, K. I. (1978). “Mathematical modelling of eutrophied coastal areas.”Progress in Water Technol. 10(3/6), 217–236.
36.
Dayley, R. A. (1991). Atmospheric data assimilation. Cambridge University Press, London, England.
37.
Das, S. K., and Lardner, R. W.(1992). “Variational parameter estimation for a two-dimensional numerical tidal model.”Int. J. Numer. Methods in Fluids, 13, 313–327.
38.
Danish Hydraulic Institute (DHI). (1993). “Surface-water simulation modelling programme; phase II.”Final rep., Hørsholm, Denmark.
39.
Danish Hydraulic Institute (DHI). (1994). “Rationalisation of the design process of shoreline stabilisation systems using AI and knowledge induction techniques; task 2, template design application.”CEE Sprint-Specific Proj. SPO11, Hørsholm, Denmark.
40.
Davies, A. M. (1994). “Quasi-three-dimensional modelling using mixed finite-difference and finite-element models.”Coastal, estuarial and harbour engineers reference book, M. B. Abbott and W. A. Price, eds., E&FN Spon, London, England.
41.
Deigaard, R., Fredsøe, J., and Hedegaard, I. B.(1986). “Suspended sediment in the surf zone.”J. Wtrwy. Port, Coast. and Ocean Engrg., ASCE, 112(1), 115–128.
42.
Description of high-accuracy acoustic SRD tide monitor system. (n.d.). Sonar Res. and Devel., Beverley, U.K.
43.
Drozdetski, V. (1994). Modelling of the influence of mussels on the eutrophication process. Ecological Modelling Ctr., Danish Hydr. Inst./VKI, Hørsholm, Denmark.
44.
Ellegaard, A. C., and Christiansen, N. (1994). “The ∅resund link—laboratory experiments with dredging spoils, derivation of material-specific parameters for numerical modelling of sediment transport. Rep. Danish Hydr. Inst./LIC engrg. Joint Venture, Danish Hydr. Inst., Hørsholm, Denmark.
45.
Engelund, F., and Hansen, E. (1972). A monograph on sediment transport in alluvial streams. TekniskForlag, Copenhagen, Denmark.
46.
Fayyad, U. M., Peatetsky-Shapiro, G., Snyth, P., and Uthurusamy, R. (eds.). (1996). Advances in knowledge discovery and data mining. MIT Press, Cambridge, Mass.
47.
Ferziger, J. H. (1987). “Simulation of incompressible turbulent flows.”J. Comp. Phys., 69.
48.
Fisher, A. S. (1981). CASE: using software development tools. John Wiley & Sons, Inc., New York, N.Y.
49.
Fisher, H. (1981). Transport models for inland and coastal waters. John Wiley & Sons, Inc., New York, N.Y.
50.
Fredsøe, J. (1994). “Elements of noncohesive sediment transport.”Coastal, estuarial and harbour engineers reference book. M. B. Abbott and W. A. Price, eds., E&FN Spon, London, England. 83–92.
51.
Fredsøe, J., and Deigaard, R. (1992). Mechanics of coastal sediment transport. World Scientific Publishing Co., Singapore.
52.
Freyd, P. J., and Scedrov, A. (1990). Categories and allegories. North-Holland Publishing Co., Amsterdam, The Netherlands.
53.
Geernaert, G. L., Katsaros, K. B., and Richter, K. (1986). “Variation of the drag coefficient and its dependence on sea state.”J. of Geophys. Res., 91(C6), 776–779.
54.
Gerritsen, H., de Vries, H., and Philippart, M. (1994). “The Dutch continental shelf model.”Quantitative skill assessment for coastal ocean models, D. R. Lynch and A. M. Davies, eds., Am. Geophys. Union, Washington, D.C.
55.
Gill, A. G. (1982). Atmospheric ocean dynamics. Academic Press, Inc., San Diego, Calif.
56.
Goguen, J. A.(1991). “A categorical manifesto.”Math Struct in Comp. Sci., 1, 49–67.
57.
Gudmundsson, T., Meister, H., and Mogensen, B. (1991). “Environmental monitoring instrumentation and data flow techniques.”IABSE Conf.
58.
Hamm, L., and Migniot, C. (1994). “Elements of cohesive sediment deposition and consolidation.”Coastal, estuarial and harbour engineers reference book, M. B. Abbott and W. A. Price, eds., E&FN Spon, London, England.
59.
Heemink, A. W. (1986). “Storm surge prediction using Kalman filtering.”Comm. Rijkswaterstaat, 46, Rijkswaterstaat, The Hague, The Netherlands.
60.
Henshaw, W. D., Kreiss, H.-O., and Reyna, L. G. M.(1994). “A fourth-order accurate difference approximation for the incompressible Navier-Stokes equations.”Comp. in Fluids, 23(4), 575–593.
61.
Hervouet, J.-M., Jamin, J.-M., Lepeintre, F., and Pechon, P. (1993). “TELEMAC 3D: a finite-element software to solve 3D free-surface flow problems.”Int. Conf. Hydrosci. and Engrg., Y. Wang, ed., Univ. Mississippi, University, Miss.
62.
Hervouet, J.-M., Hubert, J.-L., Jamin, J.-M., Lepeintre, F. M., and Peltier, E. (1994). “The computation of free-surface flows with TELEMAC: an example of evolution towards hydroinformatics.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
63.
Honeyman, B. D., and Santschi, P. H. (1988). “Metals in aquatic systems.”Envir. Sci. Technol., 22(8).
64.
Huttunen, P., and Meriläinen, J. (1978). New freezing device providing large unmixed sediment samples from lakes. Ann. Bot. Fennici, Stockholm, Sweden.
65.
Janssen, P. A. E. M. (1989). “Wave-induced stress and the drag of air flow over sea waves.”J. Phys. Oceanography, 19(June), 745–754.
66.
Johnsen, J. (1994). “Estimation of consolidation effects on erosion of cohesive sediments.”Proc., 4th Nearshore and Estuarine Cohesive Sediment Transport Conf.—INTERCOH '94, 11.
67.
Johnsen, J., and Warren, I. R. (1993). “Cohesive sediment modelling for coastal lagoons.”Proc., Int. Coloquium and Exposition on Comp. Applications on Coast. & Offshore Engrg., Tech. Univ. of Malaysia, Kuala Lumpur, Malaysia, I, 27–42.
68.
Johnson, H. K., and Vested, H. J.(1992). “Effect of water waves on wind shear stress for current modelling.”J. Atmospheric and Oceanic Technol, 9, 850–861.
69.
Jørgensen, S. E., and Gromiec, M. J. (eds.). (1989). Mathematical submodels in water quality systems. Elsevier Science Publishing Co., Inc., Amsterdam, The Netherlands.
70.
Kolar, R. L., Gray, W. G., Westerink, J. J., and Luettich, R. A.(1994). “Shallow water modelling in spherical coordinates: equation formulation, numerical implementation and application.”J. Hydr. Res., 32, 3–29.
71.
König, R., and Weise, K. H. (1951). Mathematische Grundlagen des höheren Geodäsie und Karthographie, Vol. I. Springer-Verlag KG, Berlin, Germany.
72.
Kutija, V.(1993). “On the numerical modelling of supercritical flow.”J. Hydr. Res., 31, 841–858.
73.
Kutija, V. (1995).” A generalised methods for the solution of flows in networks.”J. Hydr. Res., 33, 535–554.
74.
Lardner, R. W., and Das, S. K.(1994). “Optimal estimation of eddy viscosity for a quasi-three-dimensional numerical tidal and storm surge model.”Int. J. Numer. Methods in Fluids, 18, 293–312.
75.
Lindgaard-Jensen, A. (n.d.). “Sensors for water quality and their potential.”Proc., WMO Water and Environmental Regional Workshop on Advances in Water Quality Monitoring.
76.
Liu, Y. (1996). An object-adaptive decision support environment for water resources management. Delft Univ., Delft, The Netherlands.
77.
Madsen, P. E., Sørensen, C. R., Hemming Schäffer, H., and Deigaard, D. (1994). “Time domain modelling of wave breaking, rump and surf beats.”Proc., ICCE '94, 24th Int. Conf. on Coastal Engrg..
78.
Malmgren-Hansen, A. (1980). “Presentation of a large-scale management model for coastal areas used at the Water Quality Institute, Denmark.”Proc., 2nd Int. Conf. on State-of-the-Art of Ecological Modelling, Univ. Liège, Liège, Belgium.
79.
Maynard Smith, J. (1974). Models in ecology. Cambridge University Press, London, England.
80.
Mehta, A. J., and Partheniades, E. (1975). “An investigation of the depositional properties of flocculated fine sediments.”J. Hydr. Res., 13(4).
81.
Meister, H. (1991). Environmental monitoring equipment: air interface recording system: a case study. Danish Hydr. Inst., Hørsholm, Denmark.
82.
Mellor, G. L., and Yamada, T.(1982). “Development of a turbulence closure model for geophysical fluid problems.”Rev. Geophys. and Space Phys., 20, 851–875.
83.
Meyer-Peter, E., and Müller, R. (1948). “Formulas for bed-load transport.”Proc., 2nd Cong. IAHR.
84.
Mogensen, B. (1991). “Environmental monitoring systems: a case story—the Great Belt.”Proc., 7th Symp. on Coast. and Oc. Mgmt.
85.
Møller, J. S., and Malmgren-Hansen, A. (1988). “The use of a general mathematical model for the hydrodynamics and eutrophication of a two-layered marine area.”Proc., 2nd IAWPRC Asian Conf. on Water Pollution Control.
86.
Møller, J. S., Rasmussen, E. B., and Ellegaard, A. C. (1994). “Observations and modelling of stratified flow in the Sound between Denmark and Sweden.”Proc., 4th Int. Symp. on Stratified Flows, LCGI/Institute de Méchanique de Grenoble, CNRS-UJF-INPG, Grenoble, France.
87.
Munk, W. H., and Anderson, E. R. (1948). “Notes on the theory of the thermocline.”J. Marine Res., 1.
88.
Newell, A.(1980). “Physical symbol systems.”Cognitive Sci., 4, 135–183.
89.
Nyffeler, U. P., Santschi, P. H., and Li, Y. (1986). “The relevance of scavenging kinetics to modelling of sediment-water interactions in natural waters.”Limno. Oceanogr., 31(2).
90.
Nyholm, N. (1975). “Kinetics of nitrogen-limited algal growth.”Proc., Conf. on Nitrogen as a Water Pollutant, V.I 2, IAWPR Specialized Conf., Copenhagen, Denmark.
91.
Oil-phenol sensor system. (1994). Water Quality Inst., Hørsholm, Denmark.
92.
Panchang, V. G., and O'Brien, J. J. (1988). “On the determination of hydraulic model parameters using the adjoint state formulation.”Modelling marine systems, A. M. Davies, ed., CRC Press, Inc., Boca Raton, Fla.
93.
Pandyai, G. N., and Syme, M. J. (1994). “Profiling a flood management system for Bangladesh: the strategy of the generic model—GSIS connection.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
94.
Parchure, T. M., and Mehta, A. J. (1985). “Erosion of soft cohesive sediment deposits.”J. Hydr. Engrg., 111(10), 1308—1326.
95.
Partheniades, E.(1965). “Erosion and deposition of cohesive soils.”J. Hydr. Div., ASCE, 91(1), 105–139.
96.
Patankar, S. K., and Spalding, D. B. (1972). “A calculation procedure for heat, mass and momentum transfer in three-dimensional parabolic flows.”Int. Heat Mass Transfer, 15.
97.
Roache, P. I. (1972). Computational fluid dynamics. Hermosa, Albuquerque, N. M.
98.
Rodenhuis, G. S. et al. (1994). “Hydroinformatics at Delft Hydraulics.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
99.
Rodi, W. (1985). “Calculation of stably-stratified shear-layer flows with a buoyancy-extended k-ε model.” in J. C. R. Hunt, ed., Turbulence and diffusion in a stable environment, Clarendon Press, Oxford, England.
100.
Sakkinen, M.(1992). “The darker side of C++ revisited.”Structured Programming, 13, 155–177.
101.
Savioli, J. C. (1993). “Flow stimulation with cellular automata,” MSc thesis, IHE, Delft, The Netherlands.
102.
Schäffer, H. S., Sørensen, O. R., Madsen, P. G., and Deigaard, R. (1994). “Wave breaking and induced nearshore circulation modelled in the time domain.”Proc., ICCE '94, 24th Int. Conf. on Coast. Engrg.
103.
Smagorinsky, J. (1993). “General circulation experiments with the primitve equations.”Monthly Weather Rev., 93.
104.
Snyder, J. P. (1987). “Map projections: a working manual.”Prof. Paper 1395, U.S. Geological Survey, Washington, D.C.
105.
Teisson, C. (1991). “Cohesive suspended sediment transport: feasibility and limitations of numerical modelling.”J. of Hydr. Res., 29(6).
106.
Teknologirådet. (1995). Magt og modeller: om den stigende anvendelser of edb-modellerii de politiske beslutninger. Danish Technol. Council, Teknolgirådet, Copenhagen, Denmark (in Danish).
107.
Transfer standard for digital hydrographic data, version 20. (1993). Int. Hydrographic Org., Monaco.
108.
Tuohy, W. S.(1994). “Neglect of market incentives in local environmental planning: a case study in the National Estuary Program.”Coastal Mgmt., 22, 81–95.
109.
Vested, H. J., Jensen, H. R., Nielsen, J. W., and Kristensen, K. (1994). “Skill assessment of an operational hydrographic forecast system for the North Sea and Danish Belts.”Quantitative skill assessment for coastal ocean models, D. R. Lynch and A. M. Davies, eds., Am. Geophys. Union, in press.
110.
Viera, J. R., Warren, I. R., and Lindgaard-Jensen, P. (1994). “Management support systems for the aquatic environment—concept and technologies.”Extra Issue: Hydroinformatics, J. Hydr. Res., 32.
111.
Warren, I. R., and Bundgaard, H. I. (1987). A comparison between physical and numerical models of Tsunamis. Proc., XXII Congr. IAHR.
112.
Weiergang, J. (1992). “Wave measurements by single beam acoustic profiling.”Proc., Eur. Conf. on Underwater Acoustics.
113.
Zyserman, J., and Fredsøe, F.(1994). “Data analysis of bed concentration of suspended sediment.”J. Hydr. Engrg., ASCE, 120(9), 1021–1042.
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Journal of Hydraulic Engineering
Volume 123 • Issue 4 • April 1997
Pages: 257 - 277
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Apr 1, 1997
Published in print: Apr 1997
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