{"title":"Anti-erosion performance of a composite ecological lattice anchoring system for bank slopes: A model test","authors":"Zhen Huang , Zhengyan Li , Yingzi Xu , Wencan Jiao , Quanen Huang , Yiyan Liang","doi":"10.1016/j.ecoleng.2025.107810","DOIUrl":null,"url":null,"abstract":"<div><div>Slope degradation induced by water erosion and rainfall scour poses an increasingly severe threat to river ecosystems. To enhance slope stability while fulfilling ecological restoration needs, a composite ecological lattice anchoring system (CELAS) was developed, integrating a lattice structure, anchors, vegetation, and a high-performance turf reinforcement mat (HPTRM). This study, grounded in typical slope conditions along the Pinglu Canal in Guangxi, employed a custom-built recirculating flume and an intelligent rainfall simulation system to replicate diverse hydraulic and precipitation scenarios. The effects of protective materials, vegetation type and density, slope gradient, rainfall intensity, and scour duration on the anti-scour performance of CELAS were systematically investigated. Key parameters—including scour pit depth, scour volume, runoff, and sediment concentration were quantified to elucidate the system's multi-layer synergistic protection mechanism.Experimental results demonstrated that CELAS exhibited superior resistance across a wide range of scour conditions. Compared with bare slopes and conventional vegetation-covered slopes, CELAS reduced rainfall-induced scour volumes by 90.6 % and 29.5 %, respectively, with sediment concentration reductions exceeding 50 %. Under extreme rainfall events (≥80 mm/h) and steep slope conditions, CELAS showed substantially lower increases in scour metrics relative to control groups, indicating reduced sensitivity. In water scour scenarios, CELAS achieved a 78.7 % reduction in scour volume compared to bare slopes and maintained minimal scour responses even under prolonged exposure or vegetation degradation. Under 120-min scour duration, its scour pit depth and volume were 36.5 % and 34.0 % lower, respectively, than those of the vegetated-only slope. When vegetation density declined to 15 g/m<sup>2</sup>, the increase in CELAS scour volume was limited to 15.2 %, significantly less than the 34.4 % observed in the vegetation-only system, highlighting the compensatory role of engineered components.This study establishes a comprehensive multi-layer anti-scour model integrating structural and ecological elements, and systematically elucidates its underlying protection mechanism characterized by energy dissipation, flow disruption, and structural anchorage. The verified robustness of CELAS under extreme hydrological and topographic conditions provides both theoretical insights and practical guidance for the design of resilient ecological slope protection systems, with promising applicability in mountainous hydraulic projects, highway embankments, and riverbank stabilization.</div></div>","PeriodicalId":11490,"journal":{"name":"Ecological Engineering","volume":"222 ","pages":"Article 107810"},"PeriodicalIF":4.1000,"publicationDate":"2025-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ecological Engineering","FirstCategoryId":"93","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0925857425003003","RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ECOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Slope degradation induced by water erosion and rainfall scour poses an increasingly severe threat to river ecosystems. To enhance slope stability while fulfilling ecological restoration needs, a composite ecological lattice anchoring system (CELAS) was developed, integrating a lattice structure, anchors, vegetation, and a high-performance turf reinforcement mat (HPTRM). This study, grounded in typical slope conditions along the Pinglu Canal in Guangxi, employed a custom-built recirculating flume and an intelligent rainfall simulation system to replicate diverse hydraulic and precipitation scenarios. The effects of protective materials, vegetation type and density, slope gradient, rainfall intensity, and scour duration on the anti-scour performance of CELAS were systematically investigated. Key parameters—including scour pit depth, scour volume, runoff, and sediment concentration were quantified to elucidate the system's multi-layer synergistic protection mechanism.Experimental results demonstrated that CELAS exhibited superior resistance across a wide range of scour conditions. Compared with bare slopes and conventional vegetation-covered slopes, CELAS reduced rainfall-induced scour volumes by 90.6 % and 29.5 %, respectively, with sediment concentration reductions exceeding 50 %. Under extreme rainfall events (≥80 mm/h) and steep slope conditions, CELAS showed substantially lower increases in scour metrics relative to control groups, indicating reduced sensitivity. In water scour scenarios, CELAS achieved a 78.7 % reduction in scour volume compared to bare slopes and maintained minimal scour responses even under prolonged exposure or vegetation degradation. Under 120-min scour duration, its scour pit depth and volume were 36.5 % and 34.0 % lower, respectively, than those of the vegetated-only slope. When vegetation density declined to 15 g/m2, the increase in CELAS scour volume was limited to 15.2 %, significantly less than the 34.4 % observed in the vegetation-only system, highlighting the compensatory role of engineered components.This study establishes a comprehensive multi-layer anti-scour model integrating structural and ecological elements, and systematically elucidates its underlying protection mechanism characterized by energy dissipation, flow disruption, and structural anchorage. The verified robustness of CELAS under extreme hydrological and topographic conditions provides both theoretical insights and practical guidance for the design of resilient ecological slope protection systems, with promising applicability in mountainous hydraulic projects, highway embankments, and riverbank stabilization.
期刊介绍:
Ecological engineering has been defined as the design of ecosystems for the mutual benefit of humans and nature. The journal is meant for ecologists who, because of their research interests or occupation, are involved in designing, monitoring, or restoring ecosystems, and can serve as a bridge between ecologists and engineers.
Specific topics covered in the journal include: habitat reconstruction; ecotechnology; synthetic ecology; bioengineering; restoration ecology; ecology conservation; ecosystem rehabilitation; stream and river restoration; reclamation ecology; non-renewable resource conservation. Descriptions of specific applications of ecological engineering are acceptable only when situated within context of adding novelty to current research and emphasizing ecosystem restoration. We do not accept purely descriptive reports on ecosystem structures (such as vegetation surveys), purely physical assessment of materials that can be used for ecological restoration, small-model studies carried out in the laboratory or greenhouse with artificial (waste)water or crop studies, or case studies on conventional wastewater treatment and eutrophication that do not offer an ecosystem restoration approach within the paper.