Case Study: Bed Resistance of Rhine River during 1998 Flood

Journal of Hydraulic Engineering

Volumn 128, Issue 12, 2002, Pages 1042-1050

  Julien, P Y ^a   Klaassen, G J ^b   Brinke, W B M Ten ^c   Wilbers, A W E ^d  

^a Department of Environmental and Radiological Health Sciences   (United States)

^b WL DELFT HYDRAULICS   (Netherlands)

^c INST INLAND WATER MGMT WASTE W   (Netherlands)

^d UTRECHT UNIVERSITY   (Netherlands)

Author keywords

Case reports; Dunes; Floods; Flow resistance; Netherlands

Indexed keywords

DRAG; FRICTION; WATER RESOURCES; HYSTERESIS; RIVERS;

BEDFORMS; CASE REPORTS; CASE-STUDIES; DUNE; FLOW RESISTANCE; FORM DRAG; FRICTION FACTORS; NETHERLANDS; PEAK DISCHARGE; RHINE RIVER;

FLOODS; FLOOD CONTROL;

BED RESISTANCE;

DUNE; FLOOD; FLOW RESISTANCE; RIVER;

BED ROUGHNESS; DUNE; FLOOD; RIVER BED;

NETHERLANDS;

EID: 0036926606     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2002)128:12(1042)     Document Type: Article

References (55)

1. Adriaanse, M. (1986). ‘‘De ruwheid van de Bergsche Maas bij hoge afvoeren.’’ Rijkswaterstaat, Nota 86.19, RIZA, 32 p.
2. Alam, A. M. Z., and Kennedy, J. F. (1969). ‘‘Friction factors for flow in sand-bed channels.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., HY6.
3. Brilhuis, R. (1988). ‘‘Enkele hydraulische en morphologische parameters van de Nederlandse Rijntakken,’’ Nota 88.003, Rijkswaterstaat, DBW/RIZA.
4. Chabert, J., and Chauvin, J. L. (1963). ‘‘Formation de dunes et de rides dans les modèles fluviaux.’’ Bulletin du Centre de Recherche et d’essais de Chatou, Vol. 4, 31–51.
5. De Leeuw, A. J. (1985). ‘‘Characterization of bedforms via time series analysis. Part II: Analysis of field data.’’ Rep. No. R657-XX/M1314, Part IX., Delft Hydraulics Laboratory, TOW rivers, Delft, The Netherlands.
6. Engelund, F. (1977). ‘‘Hydraulic resistance of flow over dunes.’’ Progress Rep. No. 44, Institute Hydraulics and Hydraulic Engineering, Tech. Univ., Denmark.
7. Engelund, F. and Hansen, E. (1967). ‘‘A monograph on sediment transport in alluvial streams,’’ Teknisk Forlag, Copenhagen, 62 p.
8. Guy, H. P., Simons, D. B., and Richardson, E. V. (1966). ‘‘Summary of alluvial channel data from flume experiments 1956–1961.’’ Prof. Paper 461-1, U.S. Geological Survey, Center, Miss.
9. Julien, P. Y. (1992). ‘‘Study of bedform geometry in large rivers.’’ Rep. No. Q 1386, Delft Hydraulics, Delft, The Netherlands, 79p.
10. Julien, P. Y. (1995). Erosion and sedimentation, Cambridge Univ. Press, Cambridge, England, 280 p.
11. Julien, P. Y., and Klaassen, G. J. (1995). ‘‘Sand-dune geometry of large rivers during floods.’’ J. Hydraul. Eng., 121(9), 657–663.
12. Julien, P. Y., and Raslan, Y. (1998). ‘‘Upper-regime plane bed.’’ J. Hydraul. Eng., 124(11), 1086–1096.
13. Julien, P. Y., and Wargadalam, J. (1995). ‘‘Alluvial channel geometry: Theory and applications.’’ J. Hydraul. Eng., 121(4), 312–325.
14. Kamphuis, H. (1990a). ‘‘Vergelijking van de bodemtransporter Dordrecht en de bodemtransporter Arnhem op de Boven-Rijn en Ijssel,’’ Nota 90.031, Rijkswaterstaat, DBW/RIZA, 27 p.
15. Kamphuis, H. (1990b). ‘‘Sediment-transportmetingen Rijntakken,’’ Nota 90.075, Rijkswaterstaat DBW/RIZA, 48 p.
16. Klaassen, G. J. (1981). ‘‘Alluviale ruwheid.’’ Rep. No. b 74, Vloeistofmechanica.
17. Klaassen, G. J. (1987). ‘‘Armoured river beds during floods,’’ Proc., Euromech 215, Genova, Italy.
18. Klaassen, G. J., Lambeek, J. J. P., Mosselman, E., Duizendstra, H. D., and Nieuwenhuijzen, M. E. (1999). ‘‘Renaturalization of the Meuse River in The Netherlands.’’ Proc., 4th Gravel-bed Workshop, Gold Bar, USA.
19. Klaassen, G. J., Vermeer, K., and Uddin, N. (1988). ‘‘Sedimentological processes in the Jamuna (Lower Brahmaputra) River, Bangladesh.’’ Proc., Int. Conf. on Fluvial Hydraulics, Budapest, Hungary.
20. Kleinhans, M. G. (1996). ‘‘Sediment transport in the Dutch Rhine branches.’’ Rep. No. ICG 96/7, Utrecht Univ., Utrecht, The Netherlands.
21. Kleinhans, M. G. (1997). ‘‘Sediment transport in the River Waal during the flood of 1997.’’ Rep. No. ICG 97/7, Utrecht Univ., Utrecht, The Netherlands.
22. Kleinhans, M. G., and Van Rijn, L. C. (2002). ‘‘Stochastic prediction of sediment transport in sand-gravel bed rivers.’’ J. Hydraul. Eng., 128(4), 412–425.
23. Lai, N. T. (1998). ‘‘Bedforms in the Waal River—characterization and hydraulic roughness,’’ MSc. thesis, H.E. 024, IHE Delft, The Netherlands.
24. Moll, J. R. (1985). ‘‘Characterization of bedforms via time series analysis. Part I: Analysis of flume data.’’ Rep. No. R657-XX/M1314, Part IX, Delft Hydraulics Laboratory, TOW rivers, Delft, The Netherlands.
25. Moll, J. R., Schilperoort, T., and de Leeuw, A. J. (1987). ‘‘Stochastic analysis of bedform dimensions.’’ J. Hydraul. Res., 25(4).
26. Nelson, J. M., McLean, S. R., and Wolfe, S. R. (1993). ‘‘Mean flow and turbulence fields over two-dimensional bed forms.’’ Water Resour. Res., 29(12), 3935–3953.
27. Ogink, H. J. M. (1984). ‘‘Hydraulische ruwheid van de Bovenrijn en de Waal,’’ Rep. No. 2017. Verslag onderzoek, Delft Hydraulics, Delft, The Netherlands.
28. Ogink, H. J. M. (1989). ‘‘Hydraulic roughness of single and compound bed forms.’’ Part XI Rep. No. A36 on Model Investigations, Delft Hydraulics, Delft, The Netherlands.
29. Peters, J. J. (1978). ‘‘Discharge and sand transport in the braided zone of the Zaire estuary.’’ Netherlands J. Sea Res., 12(3/4), 273–292.
30. Raslan, Y. (1991). ‘‘Geometrical properties of dunes.’’ MS thesis, Colorado State Univ., Fort Collins, Colo.
31. Raudkivi, A. J. (1997). ‘‘Ripples on stream bed.’’ J. Hydraul. Eng., 123(1), 58–64.
32. Shen, H. W., Harrison, A. S., and Mellema, A. S. (1978). ‘‘Temperature and Missouri river stages near Omaha.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 104(1), 1–20.
33. Simons, D. B., and Richardson, E. V. (1963). ‘‘Forms of bed roughness in alluvial channels.’’ Trans. Am. Soc. Civ. Eng., 128(1), 284–323.
34. Simons, D. B., and Richardson, E. V. (1966). ‘‘Resistance to flow in alluvial channels,’’ Prof. Paper 422 J, U.S. Geological Survey, Center, Miss.
35. Ten Brinke, W. B. M. (1997). ‘‘The grain-size composition of the rivers Waal and Ijssel in 1966, 1976, 1984 and 1995.’’ Rep. Rijkswaterstaat/RIZA 97.009, Arnhem.
36. Ten Brinke, W. B., M., and Wilbers, A. W. E. (1999). ‘‘Spatial and temporal variability of dune properties and bedload transport during a flood at a sand-bed reach of the Dutch Rhine river system.’’ Proc. Symp. on River, Coastal and Estuarine Morphodynamics, IAHR, 309–318.
37. Ten Brinke, W. B. M., Wilbers, A. W. E., and Wesseling, C. (1999). ‘‘Dune growth, decay and migration rates during a large-magnitude flood at a sand and mixed sand-gravel bed in the Dutch Rhine river system,’’ Spec. Pub., Int. Assoc. Sediment., 28, 15–32.
38. Termes, A. P. P. (1986). ‘‘Dimensies van beddingvormen onder permanente stromingom standigheden bij hoog sedimenttransport,’’ Rep. No. M 2130/Q232, Verslag Onderzoek.
39. Termes, A. P. P. (1989). ‘‘Aanbevelingen voor het nemen van bodemonsters in de Nederlandse Rijntakken,’’ Rep. No. Q 928, Delft Hydraulics, Delft, The Netherlands.
40. Van den Berg, J. H., and Van Gelder, A. (1993). ‘‘A new bedform stability diagram, with emphasis on the transition of ripples to plane bed in flows over fine sand and silt. In: Alluvial sedimentation,’’ Spec. Publ. Int. Assoc. Sedimentol., 17, 11–21.
41. Vanoni, V., and Hwang, L. S. (1967). ‘‘Relation between bed form and friction in streams.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 93(HY3), 121–144.
42. Van Rijn, L. C. (1982). ‘‘The prediction of bed forms, alluvial roughness and sediment transport,’’ Research Rep. No. S 487 part III, Delft Hydraulics Laboratory, Delft, The Netherlands.
43. Van Rijn, L. C. (1984). ‘‘Sediment transport, part III: Bed forms and alluvial roughness.’’ J. Hydraul. Eng., 110(12), 1733–1754.
44. Van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries and coastal seas, Aqua Publications, The Netherlands.
45. Van Urk, A. (1982). ‘‘Bedforms in relation to hydraulic roughness and unsteady flow in the Rhine branches.’’ Proc., EUROMECH 156 in The mechanics of sediment transport, A. A. Balkema, Rotterdam, Istanbul, Turkey, 151–157.
46. Wiberg, P. L., and Nelson, J. M. (1992). ‘‘Unidirectional flow over asymmetric and symmetric ripples.’’ J. Geophys. Res., 97, 12745–12761.
47. Wijbenga, J. H. A. (1990). ‘‘Flow resistance and bedform dimensions for varying flow conditions—A literature review (main text) and (annexes).’’ Rep. No. A58 on Literature Study, Delft Hydraulics, Delft, The Netherlands.
48. Wijbenga, J. H. A. (1991). ‘‘Analyse prototype-metingen (niet-) permanente ruwheid.’’ Rep. No. Q130, Verslag Onderzoek, Delft Hydraulics, Delft, The Netherlands.
49. Wijbenga, J. H. A., and Klaassen, G. J. (1983). ‘‘Changes in bedform dimensions under unsteady flow conditions in a straight flume,’’ Spec. Pub., International Association of Sedimentologists, Vol. 6, 35–48.
50. Wilbers, A. W. E. (1997). ‘‘Bedform characteristics and dune tracking during a flood in the Rhine.’’ Rep. No. ICG 97/8, Utrecht Univ., Utrecht, The Netherlands.
51. Wilbers, A. W. E. (1998a). ‘‘Bed load transport and dune development during flood waves in the Rhine and the Waal.’’ Rep. No. ICG 98/12, Utrecht Univ., Utrecht, The Netherlands.
52. Wilbers, A. W. E. (1998b). ‘‘Spatial variability of dune characteristics in the Waal during a flood in 1997.’’ Rep. No. ICG 98/19, Utrecht Univ., Utrecht, The Netherlands.
53. Wilbers, A. W. E., and Ten Brinke, W. T. M. (1999). ‘‘Development of subaqueous dunes in the Rhine and Waal, The Netherlands, a preliminary note,’’ Proc., Symp. on River, Coastal and Estuarine Morphodynamics, IAHR, 302–312.
54. Yalin, M. S. (1985). ‘‘On the determination of ripple geometry.’’ J. Hydraul. Eng., 111(8), 1148–1155.
55. Zedler, E. A., and Street, R. L. (2001). ‘‘Large-eddy simulation of sediment transport: Currents over ripples.’’ J. Hydraul. Eng., 127(6), 444–452.