Degradation of a Foreland River After the Wenchuan Earthquake, China: A Combined Effect of Weirs, Sediment Supply, and Sediment Mining

Abstract

Since the 2008 Wenchuan (Ms. 8.0) Earthquake, the foreland rivers of the Longmen Mountains have suffered from significant bed degradation, among which the Shi‐ting River has experienced the largest local degradation of more than 20 m in 7 years. Potential reasons of the dramatic degradation include: (1) sediment disconnectivity due to in‐channel weirs; (2) the mobilization effect on gravel of an increased sand supply as a result of earthquake‐induced landslides; and (3) sediment extraction due to intensive mining. In this paper, we study the complex interaction among the above‐mentioned factors in the Shi‐ting River, using a one‐dimensional river morphodynamic model. Simulation results show that in‐channel weirs can reduce bedload transport and lead to bed degradation that is proportional to weir height. When coupled with additional sand supply, the weirs preferentially trap gravel and deliver sand, augmenting the downstream mobility of gravel and thus the degradation. For the Shi‐ting River, the simulated bed degradation agrees well with the observation when an annual sediment mining of 16 million tons is implemented in the simulation, along with the effects of in‐channel weirs and sand supply. The contribution of sediment mining is one order of magnitude larger than the coupling effect of weirs and sand supply. Both the simulation and observation show that the largest bed degradation occurs downstream of the Renmin Weir, due to the large spatial interval between the Renmin Weir and the next grade control structure.This article is protected by copyright. All rights reserved.

Large‐Scale Channel Response to Erosion‐Control Measures

“…Like other river interventions (e.g., channelization, dam construction, channel diversions), erosion-control measures change channel characteristics, such as hydraulic geometry, grain size, roughness, or sediment supply. Channels respond to such changes through upstream-and downstream-migrating aggradation and incision waves (An et al, 2019;Chowdhury et al, 2023;De Vriend, 2015;Y. Lin et al, 2023;Martín-Vide et al, 2020;Madej & Ozaki, 1996).…”

“…Like other river interventions (e.g., channelization, dam construction, channel diversions), erosion‐control measures change channel characteristics, such as hydraulic geometry, grain size, roughness, or sediment supply. Channels respond to such changes through upstream‐ and downstream‐migrating aggradation and incision waves (An et al., 2019; Chowdhury et al., 2023; De Vriend, 2015; Y. Lin et al., 2023; Martín‐Vide et al., 2020; Madej & Ozaki, 1996). Depending on the magnitude and spatial extent of the change, channel response may develop over centuries and extend over hundreds of kilometers (e.g., Simon & Rinaldi, 2006; Surian & Rinaldi, 2003; Yang et al., 2018; Ylla Arbós et al., 2021a).…”