2017
DOI: 10.1016/j.jhydrol.2017.08.057
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Will river erosion below the Three Gorges Dam stop in the middle Yangtze?

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Cited by 87 publications
(71 citation statements)
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“…For the purpose of water resources development and/or flood control, countless dams have been constructed on rivers around the world (Grill et al, 2015;World Commission on Dams, 2000). Although dams provide numerous socio-economic benefits, they also significantly perturb the natural flow regimes of rivers, thereby raising wide concerns over the potential environmental and ecological impacts (Graf, 2006;Jiang, Xiong, Xu, & Guo, 2015;Lai et al, 2017;Latrubesse et al, 2017;Magilligana & Nislow, 2005;Milliman, 1997;Schmidt & Wilcock, 2008;Vogel et al, 2007;Yang, Zhang, & Xu, 2007). The development of a rational strategy for operating dams therefore requires understanding of their effects on the downstream flow regime (Grill et al, 2015).…”
Section: Introductionmentioning
confidence: 99%
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“…For the purpose of water resources development and/or flood control, countless dams have been constructed on rivers around the world (Grill et al, 2015;World Commission on Dams, 2000). Although dams provide numerous socio-economic benefits, they also significantly perturb the natural flow regimes of rivers, thereby raising wide concerns over the potential environmental and ecological impacts (Graf, 2006;Jiang, Xiong, Xu, & Guo, 2015;Lai et al, 2017;Latrubesse et al, 2017;Magilligana & Nislow, 2005;Milliman, 1997;Schmidt & Wilcock, 2008;Vogel et al, 2007;Yang, Zhang, & Xu, 2007). The development of a rational strategy for operating dams therefore requires understanding of their effects on the downstream flow regime (Grill et al, 2015).…”
Section: Introductionmentioning
confidence: 99%
“…The changes of the downstream flow process appear to be the most direct and apparent results of the regulation of the TGD and have been widely studied. It has been revealed that the TGD displayed multiple behaviours altering downstream flow characteristics, such as decreasing and increasing discharge during the impoundment and release periods, respectively, and attenuating extreme flood peaks (Dai, Du, Li, Li, & Chen, 2008;Gao et al, 2012;Lai et al, 2014Lai et al, , 2017Mei et al, 2018;Wang, Wang, Lewis, Wu, & Huang, 2017). These variations in flow process due to the TGD were found to induce further hydrological alterations in water levels, droughts, interrelationships between the river and lakes, and even ecosystems of the downstream region (Guo et al, 2012;Li, Xiong, Dong, & Zhang, 2013;Mei, Dai, van Gelder, & Gao, 2015;Wang et al, 2013;Wang, Rhoads, & Wang, 2016;Wang, Sheng, & Wada, 2017;Zhang et al, 2012;Zhang, Ye, et al, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…We estimated the suspended sediment‐carrying capacity using the equation based on gravitational theory by Zhang (Qian & Wan, ), which has been used to calculate the suspended sediment‐carrying capacity ( S w ) of the Middle‐Lower Yangtze River (Lai et al, ; Yuan, Yin, Finlayson, & Chen, ). The equation is as follows: Sw=kU3ghωm, ω=1.72ρsρwρwitalicgD, where S w is sediment‐carrying capacity (kg/m 3 ); U is velocity (m/s); g is acceleration of gravity (m/s 2 ); h is the depth of water (m); ω is sediment‐settling velocity (m/s); ρ s and ρ w are the density of suspended sediment and water, respectively (kg/m 3 ); D is suspended sediment median grain size (mm); and k and m are coefficients and are calibrated by the measured data.…”
Section: Effects Of Water‐sediment Conditions and Human Activities Onmentioning
confidence: 99%
“…We estimated the suspended sediment-carrying capacity using the equation based on gravitational theory by Zhang (Qian & Wan, 2003), which has been used to calculate the suspended sediment- carrying capacity (S w ) of the Middle-Lower Yangtze River (Lai et al, 2017;Yuan, Yin, Finlayson, & Chen, 2012). The equation is as follows:…”
Section: Calculation Of Suspended Sediment-carrying Capacitymentioning
confidence: 99%
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