Understanding mass fluvial erosion along a bank profile: using PEEP technology for quantifying retreat lengths and identifying event timing |
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| Authors: | A N Thanos Papanicolaou Christopher G Wilson Achilles G Tsakiris Tommy E Sutarto Fabienne Bertrand Massimo Rinaldi Subhasish Dey Eddy Langendoen |
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| Institution: | 1. Department of Civil and Environmental Engineering, University of Tennessee, Knoxville, TN, USA;2. Civil Engineering Samarinda State Polytechnic, Samarinda, East Kalimantan, Indonesia;3. Civil Engineering, IIHR, The University of Iowa, Iowa City, IA, USA;4. Dipartimento di Scienze della Terra, Università di Firenze, Firenze, Italy;5. Department of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal, India;6. USDA, Agricultural Research Service, National Sedimentation Laboratory, Oxford, MS, USA |
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| Abstract: | This study provides fundamental examination of mass fluvial erosion along a stream bank by identifying event timing, quantifying retreat lengths, and providing ranges of incipient shear stress for hydraulically driven erosion. Mass fluvial erosion is defined here as the detachment of thin soil layers or conglomerates from the bank face under higher hydraulic shear stresses relative to surface fluvial erosion, or the entrainment of individual grains or aggregates under lower hydraulic shear stresses. We explore the relationship between the two regimes in a representative, US Midwestern stream with semi‐cohesive bank soils, namely Clear Creek, IA. Photo‐Electronic Erosion Pins (PEEPs) provide, for the first time, in situ measurements of mass fluvial erosion retreat lengths during a season. The PEEPs were installed at identical locations where surface fluvial erosion measurements exist for identifying the transition point between the two regimes. This transition is postulated to occur when the applied shear stress surpasses a second threshold, namely the critical shear stress for mass fluvial erosion. We hypothesize that the regimes are intricately related and surface fluvial erosion can facilitate mass fluvial erosion. Selective entrainment of unbound/exposed, mostly silt‐sized particles at low shear stresses over sand‐sized sediment can armor the bank surface, limiting the removal of the underlying soil. The armoring here is enhanced by cementation from the presence of optimal levels of sand and clay. Select studies show that fluvial erosion strength can increase several‐fold when appropriate amounts of sand and clay are mixed and cement together. Hence, soil layers or conglomerates are entrained with higher flows. The critical shear stress for mass fluvial erosion was found to be an order of magnitude higher than that of surface fluvial erosion, and proceeded with higher (approximately 2–4 times) erodibility. The results were well represented by a mechanistic detachment model that captures the two regimes. Copyright © 2017 John Wiley & Sons, Ltd. |
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| Keywords: | mass fluvial erosion PEEPs erodibility armoring cementation Clear Creek Iowa |
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