Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam

Check dams have been used worldwide for a variety of purposes. With increasing age, check dams gradually lose their sediment trapping function via the continuous deposition of material carried by debris flows and flash floods, and eventually, check dams become unable to perform the designed mitigati...

Full description

Saved in:
Bibliographic Details
Main Authors: Jiangang Chen, Xi'an Wang, Huayong Chen, Wanyu Zhao, Chenyuan Wang, Xiaoqing Chen
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2025-03-01
Series:International Soil and Water Conservation Research
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2095633924000522
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1841556956633890816
author Jiangang Chen
Xi'an Wang
Huayong Chen
Wanyu Zhao
Chenyuan Wang
Xiaoqing Chen
author_facet Jiangang Chen
Xi'an Wang
Huayong Chen
Wanyu Zhao
Chenyuan Wang
Xiaoqing Chen
author_sort Jiangang Chen
collection DOAJ
description Check dams have been used worldwide for a variety of purposes. With increasing age, check dams gradually lose their sediment trapping function via the continuous deposition of material carried by debris flows and flash floods, and eventually, check dams become unable to perform the designed mitigation function. In this paper, the sediment deposit evolution in a dam with multiple debris flow surges and its influence on the sediment trapping effect were investigated. The results showed that the debris flow deposition process can be divided into three phases: the backwater-controlled deposition phase, landform-controlled deposition phase, and quasi-equilibrium phase. The sediment trapping ratio of the check dam gradually decreased as the deposit volume increased and was linearly negatively correlated with the sediment deposition rate. Moreover, a mathematical model describing the negative feedback between deposit volume and sediment trapping ratio was established, and the physical meanings of the coefficients in the model and their empirical values were clarified. Furthermore, the deposit distribution, which satisfied the Weibull distribution in the longitudinal direction, was revealed. In the cross-sectional direction, the distribution of deposition gradually became uneven with increasing sediment filling rate.
format Article
id doaj-art-953f1241b06e479a96d014da7288bbd9
institution Kabale University
issn 2095-6339
language English
publishDate 2025-03-01
publisher KeAi Communications Co., Ltd.
record_format Article
series International Soil and Water Conservation Research
spelling doaj-art-953f1241b06e479a96d014da7288bbd92025-01-07T04:17:16ZengKeAi Communications Co., Ltd.International Soil and Water Conservation Research2095-63392025-03-01131134144Feedback mechanism between gully landforms and sediment trapping efficiency in a check damJiangang Chen0Xi'an Wang1Huayong Chen2Wanyu Zhao3Chenyuan Wang4Xiaoqing Chen5State Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China; University of Chinese Academy Sciences, Beijing, 100049, China; Sichuan Province Engineering Technology Research Center of Mountain Hazard Mitigation, Chengdu, 610299, ChinaState Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China; University of Chinese Academy Sciences, Beijing, 100049, ChinaState Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China; University of Chinese Academy Sciences, Beijing, 100049, China; Sichuan Province Engineering Technology Research Center of Mountain Hazard Mitigation, Chengdu, 610299, ChinaState Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China; University of Chinese Academy Sciences, Beijing, 100049, China; Sichuan Province Engineering Technology Research Center of Mountain Hazard Mitigation, Chengdu, 610299, ChinaState Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China; University of Chinese Academy Sciences, Beijing, 100049, ChinaState Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China; University of Chinese Academy Sciences, Beijing, 100049, China; Sichuan Province Engineering Technology Research Center of Mountain Hazard Mitigation, Chengdu, 610299, China; Corresponding author. State Key Laboratory of Natural Hazards and Engineering Safety, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610299, China.Check dams have been used worldwide for a variety of purposes. With increasing age, check dams gradually lose their sediment trapping function via the continuous deposition of material carried by debris flows and flash floods, and eventually, check dams become unable to perform the designed mitigation function. In this paper, the sediment deposit evolution in a dam with multiple debris flow surges and its influence on the sediment trapping effect were investigated. The results showed that the debris flow deposition process can be divided into three phases: the backwater-controlled deposition phase, landform-controlled deposition phase, and quasi-equilibrium phase. The sediment trapping ratio of the check dam gradually decreased as the deposit volume increased and was linearly negatively correlated with the sediment deposition rate. Moreover, a mathematical model describing the negative feedback between deposit volume and sediment trapping ratio was established, and the physical meanings of the coefficients in the model and their empirical values were clarified. Furthermore, the deposit distribution, which satisfied the Weibull distribution in the longitudinal direction, was revealed. In the cross-sectional direction, the distribution of deposition gradually became uneven with increasing sediment filling rate.http://www.sciencedirect.com/science/article/pii/S2095633924000522Debris flowCheck damSediment trapping effectLandform evolution
spellingShingle Jiangang Chen
Xi'an Wang
Huayong Chen
Wanyu Zhao
Chenyuan Wang
Xiaoqing Chen
Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
International Soil and Water Conservation Research
Debris flow
Check dam
Sediment trapping effect
Landform evolution
title Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
title_full Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
title_fullStr Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
title_full_unstemmed Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
title_short Feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
title_sort feedback mechanism between gully landforms and sediment trapping efficiency in a check dam
topic Debris flow
Check dam
Sediment trapping effect
Landform evolution
url http://www.sciencedirect.com/science/article/pii/S2095633924000522
work_keys_str_mv AT jiangangchen feedbackmechanismbetweengullylandformsandsedimenttrappingefficiencyinacheckdam
AT xianwang feedbackmechanismbetweengullylandformsandsedimenttrappingefficiencyinacheckdam
AT huayongchen feedbackmechanismbetweengullylandformsandsedimenttrappingefficiencyinacheckdam
AT wanyuzhao feedbackmechanismbetweengullylandformsandsedimenttrappingefficiencyinacheckdam
AT chenyuanwang feedbackmechanismbetweengullylandformsandsedimenttrappingefficiencyinacheckdam
AT xiaoqingchen feedbackmechanismbetweengullylandformsandsedimenttrappingefficiencyinacheckdam