Erosion, transport and deposition of a sediment replenishment under flood conditions

Earth Surface Processes and Landforms - Tập 45 Số 13 - Trang 3354-3367 - 2020
Severin Stähly1, Mário J. Franca2,3, Christopher T. Robinson4, Anton Schleiss1
1Laboratoire de Constructions Hydrauliques (LCH) École Polytechnique Fédérale de Lausanne (EPFL) Lausanne Switzerland
2Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
3IHE Delft Institute for Water Education, Delft, The Netherlands
4Aquatic Ecology Department Swiss Federal Institute of Aquatic Science and Technology (EAWAG) Dübendorf Switzerland

Tóm tắt

AbstractRiver reaches downstream of dams with constant residual discharge often lack sediment supply and periodic high flows due to dam sediment retention and flow regulation, respectively. To test a novel multi‐deposit methodology for defining environmental flows for activating the dynamics of the river morphology downstream of dams, a flood was released from Rossens Dam in Switzerland. This event was combined for the first time with a multi‐deposit configuration of sediment replenishment consisting of four artificial deposits allocated as alternate bars along the riverbanks as a restoration measure. To validate the sediment transport behaviour observed in laboratory tests, stones were equipped with radiofrequency identification (RFID) passive integrated transponder (PIT) tags, a fixed antenna was installed at the river bed and a mobile antenna was used to enable the investigation of the erosion, transport and deposition of replenished sediments. The duration of the erosion period was determined for the tracked stones, and average transport velocities were found to be on the order of 10–3 m/s. To estimate the erosion efficiency of the flood, defined as the eroded tagged stones compared with the released water volume, the hydrograph was divided into different periods: rising limb, constant peak discharge, decreasing limb. During the rising limb of the flood, which lasted for 20% of the total flood duration, more than 40% of the PIT tags were transported. The defined erosion efficiency is a measure to support the hydrographic design of artificial flood releases from dams. The deposition of tagged stones resulted in a repeating cluster formation, as expected from previous laboratory experiments, creating an increase in hydraulic habitat diversity. Comparison of the results obtained in the field and from laboratory experiments confirmed the robustness of the multi‐deposit sediment replenishment method. Combined with the knowledge gained on the erosion efficiency, these results could motivate further applications and research into multi‐deposit sediment replenishment techniques as a habitat‐oriented river restoration measure. © 2020 John Wiley & Sons, Ltd.

Từ khóa


Tài liệu tham khảo

10.1007/978-1-4020-5583-6

10.1002/esp.4161

10.1016/j.geomorph.2015.02.029

10.1038/269504a0

Battisacco E, 2016, Replenishment of sediment downstream of dams: erosion and transport processes

10.1002/2016WR019157

10.1002/esp.3290180709

10.1029/2018WR023556

10.1002/rra.3527

BunteK AbtSR.2001.Sampling Surface and Subsurface Particle‐Size Distributions in Wadable Gravel‐ and Cobble‐Bed Streams for Analyses in Sediment Transport Hydraulics and Streambed Monitoring. 0: 450. DOI:https://doi.org/10.1017/CBO9781107415324.004

10.1002/esp.4152

10.1002/esp.3989

10.1002/esp.3620

10.1890/10-1719.1

10.1029/2002WR001803

DAEC, 2014, Planification de l'assainissement du charriage ‐ Rapport final

10.1017/CBO9780511802843

Döring M, 2018, Künstliches Hochwasser an der Saane – Eine Massnahme zum nachhaltigen Auenmanagement [in german], Wasser Energie Luft, 2, 119

Fehr R, 1987, Geschiebeanalysen in Gebirgsflüssen, Mitteilungen der Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie Nr. 92

10.1016/j.ijsrc.2017.08.003

Gaeuman D, 2012, Mitigating Downstream Effects of Dams. In Gravel‐Bed Rivers: Processes, Tools, Environments, 182, 10.1002/9781119952497.ch16

10.1002/esp.4191

10.1029/2008WR006940

10.1029/90WR02762

10.1002/9781118648551.ch14

10.1002/9781119952497.ch33

10.1016/j.geomorph.2017.01.025

10.1029/2011JF002032

Jäggi M, 2002, Petite‐Sarine ‐ Etude sur l'incidence du barrage de Rossens sur la morphologie fluviale, le charriage et l'évolution future de cette zone alluviale

10.1016/j.advwatres.2016.03.010

10.1080/09593330902990162

10.1007/s002679900048

10.1029/96WR00898

10.1525/bio.2011.61.12.5

10.2110/jsr.2005.059

10.1016/j.geomorph.2007.11.005

Leopold LB, 1965, Fluvial processes in geomorphology, Journal of Hydrology, 1

10.1002/esp.2245

10.3390/w11020392

10.1016/j.geomorph.2010.10.031

10.1016/j.geomorph.2004.08.017

Meyer‐PeterE MüllerR.1948.Formulas for Bed‐Load Transport. Proceedings of the 2nd Meeting of the International Association of Hydraulic Research:39–64

10.1016/j.rse.2018.08.035

10.1073/pnas.0701457104

10.1002/esp.3223

10.3178/hrl.7.54

10.1002/2014WR016120

10.1080/00221689009499058

10.1080/00221689009499044

10.2307/1313099

10.1126/science.aah4926

10.1177/030913339802200101

10.1890/11-1042.1

10.1086/699481

10.1890/07-0886.1

10.1080/00221686.2016.1225320

Schneider J, 2010, Studying sediment transport in mountain rivers by mobile and stationary RFID antennas, River Flow, 1723

10.1029/2008WR007346

10.1061/(ASCE)HY.1943-7900.0000943

10.2307/1312556

10.1038/s41598-019-41575-6

10.1061/(ASCE)HY.1943-7900.0001286

10.1080/24705357.2019.1576021

StählyS MaîtreA FrancaMJ RobinsonCT SchleissAJ.2018b.Experiments with sediment replenishment in a residual flow reach: Comparison of field datawith laboratory experiments. 9thInternational conference on fluvial hydraulics River Flow 2018 18.‐20. September 2018 Lyon France pages 02022. DOI:https://doi.org/10.1051/e3sconf/20184002022

10.1198/tech.2005.s841

10.1002/esp.1798

10.1201/b16998-15

10.1016/j.jenvman.2012.03.011

10.1029/96WR01627

10.1093/biosci/biv002

Zingg T, 1935, Beitrag zur Schotteranalyse, Schweizerische Mineralogische und Petrographische Mitteilungen, 15, 39