The long-term existence of dam structures significantly modified the river channel. In accordance with a drastic increase of low-head dams under consideration for removal in recent years, it is important to predict the effects of low-head dam removal from the modified river channel by the low-head dam construction. This study intends to investigate the long-term channel evolution process following low-head construction and removal and to find out the influential parameters (sediment diameter, river bed slope, dam height) for those channel evolution by two-dimensional numerical simulation model. Following the low-head dam construction, sediment deposition rates in upstream of the low-head dam are varied with the influential parameters. The sediment deposition rates and sandbar formation with riparian vegetation settlement on sandbars have significantly affected for channel evolution following low-head dam removal. Especially the knickpoint formation and the types of vegetation (grass type and tree type) on the sandbars are critical factors for channel evolution following low-head dam removal. Through the numerical simulation results of low-head dam construction (50 years) and low-head dam removal (50 years), it is identified that the modified river channel by low-head dam may not be easily restored to pre-dam conditions following its removal especially in river geomorphology and riparian vegetation. Consequently, this study found that the reversibility following low-head dam construction and removal depends on the sediment deposition rates in upstream of the low-head dam.
References
[1]
Hart, D.D., Johnson, T.E., Bushaw-Newton, K.L., Horwitz, R.J., Bednarek, A.T., Charles, D.F., Kreeger, D.A. and Velinsky, D.J. (2002) Dam Removal: Challenges and Opportunities for Ecological Research and River Restoration. BioScience, 52, 669-682. https://doi.org/10.1641/0006-3568(2002)052[0669:DRCAOF]2.0.CO;2
[2]
Doyle, M.W., Stanley, E.H. and Harbor, J.M. (2003) Channel Adjustments Following Two Dam Removals in Wisconsin. Water Resources Research, 39, 1011-1025. https://doi.org/10.1029/2002WR001714
[3]
Hupp, C.R. and Simon, A. (1991) Bank Accretion and the Development of Vegetated Depositional Surfaces along Modified Alluvial Channels. Geomorphology, 4, 111-124. https://doi.org/10.1016/0169-555X(91)90023-4
[4]
Osterkamp, W.R. and Hupp, C.R. (2010) Fluvial Process and Vegetation—Glimpses of the Past, the Present, and Perhaps the Future. Geomorphology, 116, 274-285. https://doi.org/10.1016/j.geomorph.2009.11.018
[5]
Kim, S.N., Toda, Y. and Tsujimoto, T. (2014) Effects of Low-Head Dam Removal on River Morphology and Riparian Vegetation: A Case Study of Gongreung River. Journal of Water Resource and Protection, 6, 1682-1690. https://doi.org/10.4236/jwarp.2014.618151
[6]
Meyer-Peter, E. and Muller, R. (1948) Formulas for Bed Load Transport. Proceedings of 2nd meeting of the International Association for Hydraulic Structures Research, Delft, 7 June 1948, 39-64.
[7]
Hasegawa, K. (1981) Bank-Erosion Discharge Based on a Non-Equilibrium Theory. Transactions of the Japan Society of Civil Engineers, 316, 37-52. https://doi.org/10.2208/jscej1969.1981.316_37
[8]
Toda, T., Kim, S.N. and Tsujimoto, T. (2014) Relation between Sandbar Mode and Vegetation Expansion in Sand-Bed River. Proceedings of River Flow 2014, Lausanne, 3-5 September, 429.
[9]
Jensen, P.B. (1932) Die Stoffproduktion der Pflanzen. Fischer.
[10]
Yagisawa, J. and Tanaka, N. (2009) Dynamic Growth Model of River Vegetation Considering the Destruction by Floods and Regeneration Process of Trees. Annual Journal of Hydraulic Engineering, 53, 1171-1176.
[11]
Lajczak, A. (1996) Modelling the Long-Term Course of Non-Flushed Reservoir Sedimentation and Estimating the Life of Dams. Earth Surface Processes and Landforms, 21, 1091-1107. https://doi.org/10.1002/(SICI)1096-9837(199612)21:12<1091::AID-ESP653>3.0.CO;2-2
[12]
Cantelli, A., Paola, C. and Parker, G. (2004) Experiments on Upstream-Migrating Erosional Narrowing and Widening of an Incisional Channel Caused by Dam Removal. Water Resources Research, 40, W03304. https://doi.org/10.1029/2003WR002940
[13]
Toniolo, H., Parker, G. and Voller, V. (2007) Role of Ponded Turbidity Currents in Reservoir Trap Efficiency. Journal of Hydraulic Engineering, 133, 579-595. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:6(579)
[14]
Csiki, S. and Rhoads, B.L. (2010) Hydraulic and Geomorphological Effects of Run-of-River Dams. Progress in Physical Geography, 34, 755-780. https://doi.org/10.1177/0309133310369435
[15]
Robinson, K.M., Bennett, S.J., Casali, J. and Hanson, G.J. (2000) Processes of Headcut Growth and Migration in Rills and Gullies. International Journal of Sediment Research, 15, 69-82.
[16]
Pizzuto, J. (2002) Effects of Dam Removal on River form and Process. BioScience, 52, 683-691. https://doi.org/10.1641/0006-3568(2002)052[0683:EODROR]2.0.CO;2
[17]
Doyle, M.W., Stanley, E.H., Orr, C.H., Selle, A.R., Sethi, S.A. and Harbor, J.M. (2005) Stream Ecosystem Response to Small Dam Removal: Lessons from the Heartland. Geomorphology, 71, 227-244. https://doi.org/10.1016/j.geomorph.2004.04.011
[18]
Sawaske, S.R. and Freyberg, D.L. (2012) A Comparison of Past Small Dam Removals in Highly Sediment-Impacted Systems in the US. Geomorphology, 151-152, 50-58. https://doi.org/10.1016/j.geomorph.2012.01.013
[19]
Kim, S., Toda, Y. and Tsujimoto, T. (2015) Geomorphological and Riparian Vegetation Responses Following a Low-Head Dam Removal: A Study Based on Literature Review. International Journal of River Basin Management, 13, 315-324.