Uncertainty analysis of settling, consolidation and resuspension of cohesive sediments in the Upper Rhine

References

• Aberle, J., 2008. Measurement techniques for the estimation of cohesive sediment erosion. In: P.M. Rowiński, ed. Hydraulic methods for catastrophes: floods, droughts, environmental disasters. Publications of the Institute of Geophysics, Polish Academy of Sciences, E-10 (406), 5–20.
   Google Scholar
• Aberle, J., Nikora, V., and Walters, R., 2004. Effects of bed material properties on cohesive sediment erosion. Marine Geology, 207 (1–4), 83–93. doi: 10.1016/j.margeo.2004.03.012
   Web of Science ®Google Scholar
• Chien, N. and Wan, Z., 1999. Mechanics of sediment transport. Reston, VA: ASCE Press.
   Google Scholar
• CIPR, 2009. Sedimentmanagementplan – Rhein. Koblenz: IKSR-CIPR-ICBR. Technical report, International Commission for the Protection of the River Rhine, Report Nr. 175.
   Google Scholar
• Debnath, K., et al., 2007. Erosion of cohesive sediments: resuspension, bed load, and erosion patterns from field experiments. Journal of Hydraulic Engineering, 133 (5), 508–520. doi: 10.1061/(ASCE)0733-9429(2007)133:5(508)
   Web of Science ®Google Scholar
• Grabowski, R.C., Droppo, I.G., and Wharton, G., 2011. Erodibility of cohesive sediment: the importance of sediment properties. Earth-Science Reviews, 105 (3–4), 101–120. doi: 10.1016/j.earscirev.2011.01.008
   Web of Science ®Google Scholar
• Hillebrand, G., et al., 2012. Modelling fractionated sediment transport and deposition in the Iffezheim reservoir. In: R.-P. Hinkelmann, Y. Liong and D. Savic, eds. Proceedings of the 10th International conference on Hydroinformatics HIC 2012, 14–18 July. Hamburg.
   Google Scholar
• Hillebrand, G., Klassen, I., and Olsen, N.R.B., 2016. 3D CFD modelling of velocities and sediment transport in the Iffezheim hydropower reservoir. Hydrology Research, 48 (1), 147–159.
   Web of Science ®Google Scholar
• Noack, M., Schmid, G., and Wieprecht, S., 2014. Erosionsmessungen im Wehrkanal der Staustufe Iffezheim. Stuttgart: Lehrstuhl für Wasserbau und Wassermengenwirtschaft, Universität Stuttgart.
   Google Scholar
• Noack, M., et al. 2015. Combining field and laboratory measurements to determine the erosion risk of cohesive sediments best. Water, 7 (9), 5061–5077.
   Google Scholar
• Noack, M., et al. 2016. Untersuchung der Erosionsstabilität kohäsiver Sedimentablagerungen im Wehrkanal der Staustufe Iffezheim, Rhein. Hydrologie und Wasserbewirtschaftung, 60 (3), 164–175.
   Google Scholar
• Olsen, N.R.B., 2013. A three-dimensional numerical model for simulation of sediment movements in water intakes with multiblock option. Trondheim: NTNU Trondheim.
   Google Scholar
• Owens, P.N., et al., 2005. Fine-grained sediment in river systems: environmental significance and management issues. River Research and Applications, 21 (7), 693–717. doi: 10.1002/rra.878
   Web of Science ®Google Scholar
• Pohlert, T., Hillebrand, G., and Breitung, V., 2011. Trends of persistent organic pollutants in suspended matter of the River Rhine. Hydrological Processes, 25, 3803–3817. doi: 10.1002/hyp.8110
   Web of Science ®Google Scholar
• Sanford, L.P. and Maa, J.P.Y., 2001. A unified erosion formulation for fine sediments. Marine Geology, 179 (1–2), 9–23. doi: 10.1016/S0025-3227(01)00201-8
   Web of Science ®Google Scholar
• Schaaff, E., et al., 2006. Field and laboratory measurements of sediment erodibility: A comparison. Journal of Sea Research, 55 (1), 30–42. doi: 10.1016/j.seares.2005.09.004
   Web of Science ®Google Scholar
• Schaefer Rodrigues Silva, A., et al., 2016. A data-driven fuzzy approach to simulate the critical shear stress of cohesive sediments. In: S. Wieprecht, et al., eds. River Sedimentation. 13th International Symposium on River Sedimentation, ISRS 2016, Stuttgart, Germany. London: Taylor & Francis Group, 387–393.
   Google Scholar
• Schweim, C., 2005. Modellierung und Prognose der Erosion feiner Sedimente. (PhD). RWTH Aachen.
   Google Scholar
• Tolhurst, T.J., et al., 2000. A comparison and measurement standardisation of four in situ devices for determining the erosion shear stress of intertidal sediments. Continental Shelf Research, 20 (10–11), 1397–1418. doi: 10.1016/S0278-4343(00)00029-7
   Web of Science ®Google Scholar
• Toorman, E.A. and Berlamont, J.E., 1991. A hindered settling model for the prediction of settling and consolidation of cohesive sediment. Geo-Marine Letters, 11, 179–183. doi: 10.1007/BF02431009
   Web of Science ®Google Scholar
• Walder, J.S., 2016. Dimensionless erosion laws for cohesive sediment. Journal of Hydraulic Engineering, 142 (2), 04015047. doi: 10.1061/(ASCE)HY.1943-7900.0001068
   Web of Science ®Google Scholar
• Willis, D. H. and Krishnappan, B. G., 2004. Numerical modelling of cohesive sediment transport in rivers. Canadian Journal of Civil Engineering, 31 (5), 749–758. doi: 10.1139/l04-043
   Web of Science ®Google Scholar
• Winterwerp, J. and Van Kesteren, W.G.M., 2004. Introduction to the physics of cohesive sediment in the marine environment. Amsterdam: Elsevier.
   Google Scholar
• Witt, O. and Westrich, B., 2003. Quantification of erosion rates for undisturbed contaminated cohesive sediment cores by image analysis. Hydrobiologia, 494, 271–276. doi: 10.1023/A:1025495122246
   Web of Science ®Google Scholar