Building Scheme for an Ecological Slope Protection System of Three Gorges Reservoir Bank
Guo Yuan-Chen*, 1, 2, Wang Xue1, Chen Xiang1, Zhu Ming1
Identifiers and Pagination:Year: 2015
First Page: 177
Last Page: 179
Publisher Id: TOCIEJ-9-177
Article History:Received Date: 2/2/2015
Revision Received Date: 31/3/2015
Acceptance Date: 31/3/2015
Electronic publication date: 24/4/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Building an ecological slope protection system in the drawdown area of Three Gorges reservoir bank is imperative. Multiple anti-slide bearings were fixed on the riverside slope of the fluctuating zone of the reservoir area, and antioverturning boards were fixed on the bearings. All the anti-slide bearings, which were placed in the same height position in the transverse direction of the riverside slope, were connected by steel bars to form the backbone slip in the longitudinal direction. Two neighboring backbone slips in the transverse direction formed a groove. In the grooves, fill layer, water layer, fermented silt filling, and soil layer were paved sequentially from bottom to top. The results show that the slope protection system effectively manages the sludge, wastewater, and fluctuating zone treatments as one body; reduces energy consumption; saves energy; and benefits the environment.