Study on the influencing factors and evolution of loess bank collapse with physical modelling
Abstract Background Reservoir bank collapse in loess areas may lead to the siltation of reservoir and bank retreat. Therefore, the study of reservoir bank collapse has practical significance. Almost of the bank collapse width prediction method were based on the classical graphical method which do no...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
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SpringerOpen
2023-11-01
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| Series: | Geoenvironmental Disasters |
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| Online Access: | https://doi.org/10.1186/s40677-023-00255-4 |
| _version_ | 1797636718606680064 |
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| author | Ma Xuetong Li Tonglu Li Qipeng Wang Changsheng Gao Debin Zhang Hao Li Changhu |
| author_facet | Ma Xuetong Li Tonglu Li Qipeng Wang Changsheng Gao Debin Zhang Hao Li Changhu |
| author_sort | Ma Xuetong |
| collection | DOAJ |
| description | Abstract Background Reservoir bank collapse in loess areas may lead to the siltation of reservoir and bank retreat. Therefore, the study of reservoir bank collapse has practical significance. Almost of the bank collapse width prediction method were based on the classical graphical method which do not consider the process of bank collapse. But practice shows that this method can overestimate the width of bank collapse. Meanwhile, there are few studies specifically focused on the collapse of loess bank slopes. Methods To improve the prediction method of loss bank collapse width, the influence of water depth, dry density and bank slope angle on loess bank collapse was studied by physical modelling. The bank collapse width and the morphology of the bank slope were recorded during the experiment. Results The bank collapse width increases with the increase of water depth, increases with the increase of slope angle, and decreases with the increase of dry density. The modeling process shows that the loess bank collapse occurs firstly underwater, the erosion niche will be formed underwater, and then the above water slope is damaged. This process is repeated until the underwater accumulation slope reaches the stable state, and then bank collapse stops. After the bank collapse, the above water slope is polyline, while the underwater slope is curved. When the slope angle is less than 27°, the bank collapse will not occur, and when the slope angle is between 27° and 40°, the bank collapse type is abrasion type. When the slope angle is greater than 40°, the bank collapse type is dumping type or shear type. Based on this, the improved balanced alluvial accumulation approach was proposed, which considers the mechanical equilibrium of above water bank slope and the morphology of underwater slope. The new method can reflect the stage characteristics of loess bank collapse, which is more reasonable than the empirical graphical method. Conclusions The experimental results indicate that when predicting the width of loess bank collapse, it is necessary to combine the bank collapse width and process of bank collapse. The relevant conclusions have a certain role in exploring the mechanism of loess bank collapse and bank collapse prediction methods. |
| first_indexed | 2024-03-11T12:38:09Z |
| format | Article |
| id | doaj.art-e9c43e42b74a4b2689c1e704a1aea87c |
| institution | Directory Open Access Journal |
| issn | 2197-8670 |
| language | English |
| last_indexed | 2024-03-11T12:38:09Z |
| publishDate | 2023-11-01 |
| publisher | SpringerOpen |
| record_format | Article |
| series | Geoenvironmental Disasters |
| spelling | doaj.art-e9c43e42b74a4b2689c1e704a1aea87c2023-11-05T12:29:18ZengSpringerOpenGeoenvironmental Disasters2197-86702023-11-0110111410.1186/s40677-023-00255-4Study on the influencing factors and evolution of loess bank collapse with physical modellingMa Xuetong0Li Tonglu1Li Qipeng2Wang Changsheng3Gao Debin4Zhang Hao5Li Changhu6School of Geological Engineering and Surveying, Chang´an UniversitySchool of Geological Engineering and Surveying, Chang´an UniversitySchool of Geological Engineering and Surveying, Chang´an UniversitySchool of Geological Engineering and Surveying, Chang´an UniversitySchool of Geological Engineering and Surveying, Chang´an UniversitySchool of Geological Engineering and Surveying, Chang´an UniversityPOWERCHINA Northwest Engineering Corporation LimitedAbstract Background Reservoir bank collapse in loess areas may lead to the siltation of reservoir and bank retreat. Therefore, the study of reservoir bank collapse has practical significance. Almost of the bank collapse width prediction method were based on the classical graphical method which do not consider the process of bank collapse. But practice shows that this method can overestimate the width of bank collapse. Meanwhile, there are few studies specifically focused on the collapse of loess bank slopes. Methods To improve the prediction method of loss bank collapse width, the influence of water depth, dry density and bank slope angle on loess bank collapse was studied by physical modelling. The bank collapse width and the morphology of the bank slope were recorded during the experiment. Results The bank collapse width increases with the increase of water depth, increases with the increase of slope angle, and decreases with the increase of dry density. The modeling process shows that the loess bank collapse occurs firstly underwater, the erosion niche will be formed underwater, and then the above water slope is damaged. This process is repeated until the underwater accumulation slope reaches the stable state, and then bank collapse stops. After the bank collapse, the above water slope is polyline, while the underwater slope is curved. When the slope angle is less than 27°, the bank collapse will not occur, and when the slope angle is between 27° and 40°, the bank collapse type is abrasion type. When the slope angle is greater than 40°, the bank collapse type is dumping type or shear type. Based on this, the improved balanced alluvial accumulation approach was proposed, which considers the mechanical equilibrium of above water bank slope and the morphology of underwater slope. The new method can reflect the stage characteristics of loess bank collapse, which is more reasonable than the empirical graphical method. Conclusions The experimental results indicate that when predicting the width of loess bank collapse, it is necessary to combine the bank collapse width and process of bank collapse. The relevant conclusions have a certain role in exploring the mechanism of loess bank collapse and bank collapse prediction methods.https://doi.org/10.1186/s40677-023-00255-4Loess reservoirBank collapsePhysical modellingCollapse processInfluence factors |
| spellingShingle | Ma Xuetong Li Tonglu Li Qipeng Wang Changsheng Gao Debin Zhang Hao Li Changhu Study on the influencing factors and evolution of loess bank collapse with physical modelling Geoenvironmental Disasters Loess reservoir Bank collapse Physical modelling Collapse process Influence factors |
| title | Study on the influencing factors and evolution of loess bank collapse with physical modelling |
| title_full | Study on the influencing factors and evolution of loess bank collapse with physical modelling |
| title_fullStr | Study on the influencing factors and evolution of loess bank collapse with physical modelling |
| title_full_unstemmed | Study on the influencing factors and evolution of loess bank collapse with physical modelling |
| title_short | Study on the influencing factors and evolution of loess bank collapse with physical modelling |
| title_sort | study on the influencing factors and evolution of loess bank collapse with physical modelling |
| topic | Loess reservoir Bank collapse Physical modelling Collapse process Influence factors |
| url | https://doi.org/10.1186/s40677-023-00255-4 |
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