Transport modeling

Environmental Science and Engineering (Subseries: Environmental Science)

Volumn , Issue 9783540347828, 2007, Pages 117-169

  Markofsky, Mark ^a   Westrich, Bernhard ^b   Jacoub, George K ^c  

^a LEIBNIZ UNIVERSITY HANNOVER   (Germany)

^b UNIVERSITY OF STUTTGART   (Germany)

^c UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONTAMINATION; HEAVY METALS; ORGANIC POLLUTANTS; SEDIMENTS; WATER QUALITY; WATER RESOURCES;

CONTAMINATED SEDIMENT; FINE SEDIMENTS; HOT SPOT; POTENTIAL SOURCES; RIVER SYSTEMS; RIVER WATER QUALITY; SPATIAL AND TEMPORAL DISTRIBUTION; TRANSPORT MODELING;

RIVER POLLUTION;

EID: 80255125346     PISSN: 18635520     EISSN: None     Source Type: Book Series    
DOI: 10.1007/978-3-540-34785-9_4     Document Type: Chapter

References (109)

1. Beulleudy Ph, SOGREAH (2000) Numerical simulation of sediment mixture deposition Part 1: analysis of a flume experiment. Journal of Hydraulic Research 38(6)
2. Beulleudy Ph, SOGREAH (2001) Numerical simulation of sediment mixture deposition Part 2: analysis of a flume experiment. Journal of Hydraulic Research 39(1)
3. Brooks AN, Hughes TJR (1982) Streamline Upwind Petrov Galerkin formulations for convection dominated flows with particular emphasis on the Naiver-Stokes equations. Journal of Computer Methods in Applied Mechanics and Engineering 32:199–259
4. Carroll J, Harms IH (1999) Uncertainty analysis of partition coefficients in a radionuclide transport model. Journal of Water Research 33:2617–2626
5. Chapra SC (1997) Surface water-quality modelling. Mc Graw-Hill, New York
6. Di Silvio G (1991) Sediment exchange between stream and bottom: a four-layer model. Proceeding of the international Grain Sorting Seminar, Mitteilung der Versuchanstalt für Wasserbau, Hydrologie und Glaziologie, ETH, vol. 117, pp 191–196
7. EDF (2002) TELEMAC Modelling System, 2D-Hydrodynamics software, Principles manual-validation documents. Direction des Etudes et Recherches, Distributed by SOGREAH consultants, edn 5.0
8. Haag I (2003) Der Sauerstoffhaushalt staugeregelter Flüsse am Beispiel des Neckars – Analysen, Experimen-te, Simulationen. Mitteilung, Institute of Hydraulic Engineering (IWS), University of Stuttgart, No. 122
9. Hinkelmann R (2002) Efficient Numerical Methods and Information-Processing Techniques in Environment Water. Mitteilung, Institute of Hydraulic Engineering (IWS), University of Stuttgart, No. 117
10. Jacoub G (2004) Development of a 2-D numerical module for particulate contaminant transport in flood retention reservoirs and impounded rivers. Doctoral thesis, Institute of Hydraulic Engineering (IWS), University of Stuttgart, No. 133
11. Jacoub G, Westrich B (2004) 2-D numerical code to simulate the transport and deposition of dissolved and particulate contaminants in a flood retention reservoir. International Conference on Hydro-Science and Engineering, ICHE 2004, vol. 6, pp 272–274
12. Jacoub G, Westrich B (2006) Effect of river groyne structures on flow, sedimentation and erosion dynamics in rivers (Case study: the river Elbe). The International General Assembly Conference EGU-2006, Vienna-Austria
13. James A (1993) An Introduction to Water Quality Modeling. Second edition
14. Kelly DW, Nakazawa S, Zienkiewict OC, Heinrich JC (1980) A note of upwinding and anisotropic balancing dissipation in finite element approximations to convective diffusion problem. International Journal of Numerical Methods Engineering 15:1705–1711
15. Santschi PH, Honeyman BD (1989) Radionuclides in aquatic environments. Journal of Radiation Physics and Chemistry 34(2):213–240
16. Sieben A (1996) One dimensional models for mountain-river morphology. Communications on Hydraulic and Geotechnical Engineering, Delft University of Technology, Report no. 96-2
17. Thomann RV, Mueller JA (1987) Principles of Surface Water Quality Modelling and Control. Harper International edition
18. BfG (2005) Ergebnisse aus dem begleitenden Untersuchungsprogramm für die Umlagerung von Baggergut in die fließende Welle unterhalb der Staustufe Iffezheim/Rhein. BfG report 1474, Koblenz, in German
19. Boguslavsky S (2000) Orcanigc Sorption and Cation Exchange Capacity of Blacial Sand, Long Island. State University of New York, online published: http://pbisotopes.ess.sunysb.edu/reports/boguslavsky/
20. Dreher T(2005) Selektive Sedimentation von Feinstschwebstoffen in Wechselwirkung mit wandnahen turbulenten Strömungsbedingungen. Online published: http://elib.uni-stuttgart.de/opus/volltexte/2005/2263/; urn:nbn:de:bsz:93-opus-22633, in German
21. Elder JW (1959) The dispersion of marked fluid in turbulent shear flow. Journal of Fluid Mechanics 5(4):544–580
22. Electricite de France (EDF) (2004) TELEMAC modelling system. Distributed by SOGREAH consultants
23. Gualtieri C (2004) Interaction Between Hydrodynamics and Mass-Transfer at the Sediment-Water Interface. iEMSs: Manno, Switzerland, 2004. ISBN 88-900787-1-5
24. Krone RB (1962) Flume studies of the transport of sediment in estuarial shoaling processes. Hydr. Eng. Lab. and Sanit. Eng. Res. Lab., Univ. of California, Berkeley
25. Partheniades E (1965) Erosion and deposition of cohesive soils. Amer. Soc. Civ. Eng., J. Hydraulics Division, HY 1:105–139
26. Kuijper C, Cornelisse JM, Winterwerp JC (1989) Research on erosive properties of cohesive sediments. J. Geophysical Research 94(C10):14341–14350
27. Metha, AJ (1988) Laboratory Studies on Cohesive Sediment Deposition and Erosion. In: van Leussen W (ed) Physical Processes in Estuaries. Springer-Verlag Berlin Heidelberg New York, pp 427–445
28. Stumm W, Morgan JJ (1996) Aquatic Chemistry. Wiley-InterScience, New York Chichester Brisbane Toronto Singapore
29. van Rijn L (1993) Principles of sediment transport in rivers, estuaries and coastal seas. Aqua Publications Amsterdam Oldemarkt
30. Westrich B, Juraschek M (1985) Flow transport capacity for suspended sediment. International association for hydraulic research 21st Congress, Melbourne, vol. 3, pp 590–594
31. Westrich B (1988) Fluvialer Feststofftransport – Auswirkung auf die Morphologie und Bedeutung für die Gewässergüte. Oldenburg Verlag, München Wien, in German
32. WSA Freiburg (2002) Schlußbericht der Arbeitsgruppe “Baggerungen”. Distributed by WSA Freiburg, in German
33. Zanke U (1982) Grundlagen der Sedimentbewegung. Springer-Verlag Berlin Heidelberg New York, in German
34. Argaman Y, Kaufman WJ Turbulence and Floculationt. J Sanitary Engineering ASCE 96(SA2):223–241
35. Bornhold J, Puls W, Kühl H (1992) Die Flockenbildung von Elbeschwebstoff: Untersuchungen mit Fraktionen unterschiedlicher Sinkgeschwindigkeit. GKSS-Forschungszentrum
36. De Brouwer JFC, Ruddy GK, Jones TER, Stal LJ (2002) Sorption of EPS to Sediment Particles and the Effect on the Rheology of Sediment Slurries. Biogeochemistry(61), 57–71
37. Ditschke D, Markofsky M (2006 in Print) A Time Dependent Flocculation Model Intercoh 2005
38. Dyer KR (1989) Sediment Processes in Estuaries: Future Research Requirements. J Geophys Res 94(10): 14327–14332
39. Fengler G, Köster M, Meyer-Reil LA (2004) Charakterisierung mikrobieller Lebensgemeinschaften in resuspendierten Sedimenten. SEDYMO-Workshop: Feinsedimentdynamik und Schadstoffmobilität in Fließgewässern, pp 25–26
40. Flesch JC, Spicer PT, Pratsinis SE (1999) Laminar and Turbulent Shear-Induced Flocculation of Fractal Aggregates. American Insitute of Chemical Engineers 45(5):1114–1124
41. Förstner U (2004) Sediment Dynamics and Pollutant Mobility in Rivers: An Interdisciplinary Approach. Lakes and Reservoirs: Research and Management (9):25–40
42. Han M, Lawler DF (1992) The (Relative) Insignificance of G in Flocculation. J Am Water Works Ass 84(10):79–91
43. Hervouet JM (1991) TELEMAC, a Fully Vectorized Finite Element Software for Shallow Water Equations. Second International Conference on Computer Methods and Water Resources
44. Kühn G, Jirka GH (2006) Fine Sediment Behavior in Open Channel Turbulence: an Experimental Study. Intercoh 2005
45. Li X, Logan BE (1997) Collision Frequencies of Fractal Aggregates with Small Particles in a Turbulently Sheared Fluid. Environmental Science Technology 31(4):1237–1242
46. Lick W, Lick J, Ziegler K (1992) Flocculation and its effect on the vertical transport of fine-grained sediments. Hydrobiologia (235/236):1–16
47. Malcherek A (2005) Mathematical Module SediMorph – Validation Document Version 1.1. In Technical Report. Bundesanstalt für Wasserbau
48. Malcherek A, Markofsky M, Zielke W (1995) Numerical Modelling of Settling Velocity Variations in Estuaries. In: Arch. Hydrobiol. Spec. Issues Advanc. Limnil 47:353–362
49. Malcherek A (1995) Mathematische Modellierung von Strömungen und Stofftransportprozessen in Ästuaren, Institut für Strömungsmechanik und elektronisches Rechnen im Bauwesen, Universität Hannover, Bericht Nr. 44/1995, Hannover
50. Nezu I, Nakagawa H (1993) Turbulence in Open Channel Flow. IAHR/AIRH Monograph Series Balkema Publishers, Rotterdam
51. Smoluchofski M (1917) Versuch einer Mathematischen Theorie der Koagulationskinetik Kolloider Lösungen. Zeitschrift für Physikalische Chemie 92:129–168
52. Stolzenbach KD, Elimelich M (1994) The Effect of Density on Collision Between Sinking Particles: Implication for Particle Aggregation in the Ocean. Journal of Deep Sea Research I 41(3):469–483
53. Van Leussen W (1994) Estuarine Macroflocs and their Role in Fine-Grained Sediment Transport. Dissertation, University of Utrecht
54. Van Leussen W (1997) The Kolmogorov Microscale as a Limiting Value for the Floc Size of Suspended Fine-Grained Sediments in Estuaries. Cohesive Sediments, pp 45–62
55. Winterwerp JC (1998) A Simple Model for Turbulence Induced Flocculation of Cohesive Sediments. Journal of Hydraulic Engineering Research 36(3):309–326
56. Winterwerp JC (1999) On the Dynamics of High-Concentrated Mud Suspensions. Dissertation, TU Delft
57. Bagnold RA (1962) Auto-suspension of transported sediment; Turbidity currents. Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences, vol. 265, no. 1322, pp 315–319
58. Bagnold RA (1966) An approach to the sediment transport problem from general physics, US Geological Survey Professional Paper 422-I, U.S. Department of the Interior
59. Baud O, Hager WH (2000) Tornado vortices in settling tanks. J Env Eng, 126(2):189–191
60. Bennett JP (1973) An investigation of the suspended load transport efficiency in the Bagnold equation. IAHR Intl Symp River Mechanics, Bangkok, pp 455–463
61. Best J (2005) Kinematics, topology and significance of dune-related macroturbulence: some observations from the laboratory and field. Spec Publs Int Ass Sediment 35:41–60
62. Black TJ (1966) Some practical applications of a new theory of wall turbulence. Proc. Heat Transfer and Fluid Mech. Inst., pp 366–386
63. ten Brinke WBM (1997) Temporal variability in aggregate size and settling velocity in the Oosterschelde, The Netherlands. In: N Burt, WR Parker, Watts J (eds) Cohesive Sediments. John Wiley & Sons, Chichester
64. Burt N, Parker WR, Watts J (Eds) (1997) Cohesive Sediments. John Wiley & Sons, Chichester
65. Cao Z, Carling PA (2002) Mathematical modelling of alluvial rivers: reality and myth. Proc Inst Civil Engrs, Water and Maritime Eng, Part 1 Sept 02 (3), pp 207–219; Part 2 Dec 02 (4), pp 297–307
66. Celik I, Rodi W (1984) A deposition – entrainment model for suspended sediment transport. Sonder-forschungsbereich 210, Universität Karlsruhe
67. Celik I, Rodi W (1991) Suspended sediment-transport capacity for open channel flows. ASCE J Hydr Eng, 117(2):191–204
68. Chen MS, Wartel S, VanEck B, Van Maldegem D (2005) Suspended matter in the Scheldt Estuary. Hydrobiologia 540:79–104
69. Desmit X, Vanderborght J-P, Regnier P, Wollast R (2005) Control of phytoplankton production by physical forcing in a strongly tidal, well-mixed estuary. Biogeosciences 2:205–218
70. Dinkelacker A (1982) Do tornado-like vortices play a role in turbulent mixing processes? In: Structure of turbulence in heat and mass transfer (Zaric ZP, Editor) Washington DC, Hemisphere Publishing Corp., pp 59–72
71. Einstein HA (1950) The bed-load function for sediment transportation in open channel flows, USDA Soil Conservation Service (Washington DC), Technical Bulletin no. 1026
72. Francken FD, Wartel SD, Parker RD, Taverniers ED (2004) Factors influencing subaqueous dunes in the Scheldt Estuary. Geo-Marine Letters 24(1):14–21
73. Förstner U (2004) Sediment dynamics and pollutant mobility in rivers: An interdisciplinary approach. Lakes and Reservoirs: Research and Management 9:25–40
74. Guy HP, Simons DB, Richardson EV (1966) Summary of alluvial channel data from flume experiments, 1956-61. USGS Professional Paper 462-I, 96 p
75. Gyr A, Hoyer K (2006) Sediment transport, a geophysical phenomenon. Fluid Mechanics and its Applications Vol 82, Springer, Dordrecht, 279 p
76. Ha HK, Chough SK (2003) Intermittent turbulent events over sandy current ripples: a motion-picture analysis of flume experiments. Sedimentary Geology 161(3):295–308
77. Hinze JO (1975) Turbulence. McGraw-Hill, New York, 2nd ed, 790 p
78. th Belgian National Congress on Theoretical and Applied Mechanics, Mons
79. Kausch H, Michaelis W (eds) (1996) Suspended particulate matter in rivers and estuaries, Advances in Limnology, 47, Stuttgart, 573 p
80. Kostaschuk R (2000) A field study of turbulence and sediment dynamics over subaqueous dunes with flow separation. Sedimentology 47:519–531
81. Leeder MR (1983) On the dynamics of sediment suspension by residual Reynolds stresses–Confirma-tion of Bagnold’s theory. Sedimentology 30:485–491
82. Levi E (1983a) A universal Strouhal law. J Eng Mech, 109(3):718–727
83. Levi E (1983b) Oscillatory model for wall-bounded turbulence. J Eng Mech 109(3): 728–740
84. th IAHR Symp River, Coastal & Estuarine Morphodynamics, Enschede (NL), acceptedMa TL, Verbanck MA (2003) The minimum slope for preventing accumulation of solids in newly designed sewers. Tribune de l’Eau, no. 624/4:50–59
85. Molinas A, Wu B (2001) Transport of sediment in large sand-bed rivers. J Hydr Res 39(2):135–146
86. Owens PN, Batalla RJ, Collins AJ, Gomez B, Hicks DM, Horowitz AJ, Kondolf GM, Marden M, Page MJ, Peacock DH, Petticrew EL, Salomons W, Trustrum NA (2005) Fine grained sediment in river sediments: Environmental significance and Management issues. River Research and Applications 21:693–717
87. Peters JJ (1976) Sediment transport phenomena in the Zaire River. In: Nihoul JCJ (ed) Bottom turbulence. Elsevier Oceanography series 19, pp 221–236
88. Regnier P (1997) Long-term fluxes of reactive species in strong tidal estuaries: Model development and application to the Western Scheldt Estuary. Ph.D. thesis, Chemical Oceanography Lab, ULB
89. Rendon-Herrero O (1974) Estimation of washload produced on certain small watersheds. ASCE J Hyd Eng 100(HY7):835–848
90. Rossiter JE (1962) The effect of cavities on the buffeting of aircraft. Royal Aircraft Establishment, Tech. Memo. 754:1962
91. Salomons W, Brils J (eds) (2004) Contaminated sediments in European River Basins. SedNet final summary report, 80 p
92. Simons DB, Richardson EV (1966) Resistance to flow in alluvial channels. USGS Prof Paper, 422-J
93. Stein RA (1965) Laboratory studies of total load and apparent bed load. J Geophys Res 70(8):1831–1842
94. Toffaleti FB (1968) A Procedure for Computation of the Total River Sand Discharge and Detailed Distribution, Bed to Surface, Technical Report no. 5, Committee of Channel Stabilization, Corps of Engineers, U.S. Army, November
95. Venditti JG, Bauer BO (2005) Turbulent flow over a dune: Green River, Colorado. Earth Surf. Process. Landforms 30:289–304
96. Verbanck MA (1995) Transferts de la charge particulaire dans l’égout principal de la ville de Bruxelles. Ph.D. thesis, ULB Dept Water Pollution Control, 193 p
97. Verbanck MA (1996) Assessment of sediment behaviour in a cunette-shaped sewer section. Water Science and Technology 33(9):49–60
98. Verbanck MA (2004a) Sediment-laden flows over fully-developed bedforms: first and second harmonics in a shallow, pseudo-2D turbulence environment. In: Jirka GH, Uijttewaal WSJ (eds) Shallow Flows. AA Balkema, pp 231–236
99. Verbanck MA (2004b) Sand transport at high stream power: towards a new generation of 1D river models? Proc 9th International Symposium on River Sedimentation, Yichang, China, Invited paper, pp 307–318
100. Verbanck MA (2006) How fast can a river flow over alluvium? J Hydraulic Research, in press
101. Verbanck MA, Laaji A, Niyonzima A (2002) Computing River Suspended Load over Bedforms in the Lower, Transition and Upper Hydraulic Regime. In: Bousmar D, Zech Y (eds) River Flow. Sweet and Zeitlinger, Lisse, pp 625–632
102. Wang SY (1979) A review of the effective power of sediment suspension in open channel flow – On the criterion of distinguishing bed material load from wash load. Bulletin of Science 24(9):410–413 (in Chinese)
103. Wan ZH, Wang ZY (1994) Hyperconcentrated flow. IAHR Monograph, AA Balkema, Rotterdam, 289 p
104. st IAHR congress, Melbourne, vol. 3, pp 590–594
105. Winterwerp JC, van Kesteren WGM (2004) Introduction to the physics of cohesive sediments in the marine environment. Developments in Sedimentology 56, Elsevier, 559 p
106. nd ed. Pergamon Press, Oxford
107. Yalin MS, Ferreira Da Silva AM (2001) Fluvial processes. IAHR Monograph, International Association of Hydraulic Engineering and Research, Delft, The Netherlands
108. Yang SQ (2005) Sediment transport capacity in rivers. J Hydr Res 42(3):131–138
109. Yen BC (2000) From modeling the Yellow River to river modeling. In: Soong D, Yen BC (eds) First Sino-U.S. Joint Workshop on Sediment Transport and Sediment Induced Disasters, Beijing 15–17 March 1999, Post-Workshop Summary, NSF, 70 p