Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures
For modern high earth dams, sufficient safety margin is considered in the designs of flood discharge capacity and dam crest elevation to prevent flood overtopping. However, for high earth dams which may induce catastrophic consequences, during their long operational period, extremely hazardous scena...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
|
| Series: | Complexity |
| Online Access: | http://dx.doi.org/10.1155/2020/3528350 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1850173436483076096 |
|---|---|
| author | Lijun Liu Zhenyu Wu |
| author_facet | Lijun Liu Zhenyu Wu |
| author_sort | Lijun Liu |
| collection | DOAJ |
| description | For modern high earth dams, sufficient safety margin is considered in the designs of flood discharge capacity and dam crest elevation to prevent flood overtopping. However, for high earth dams which may induce catastrophic consequences, during their long operational period, extremely hazardous scenarios which could occur and threaten dam safety need to be considered. For the earth dams located in areas with intensive seismicity, there is a possible scenario that the release structures fail due to seismic landslides and gate failures caused by a severe earthquake when the flood begins to enter the reservoir. Thus, it is desirable to investigate the influence of failure duration of release structures on dam overtopping risk. Based on the Bayesian network, a methodology for overtopping risk analysis of earth dams considering effects of failure duration of release structures is proposed. The overtopping risk of the PBG earth-rockfill dam was analyzed to illustrate the methodology. The critical release structures which dominate the dam overtopping risk are identified. The dam overtopping risk is most sensitive to the failure duration of the spillway. The tolerable failure duration of the spillway is approximately 3 days, and when the failure duration of the spillway reaches 4 days, the dam overtopping risk drastically rises to an unacceptable level. The case study suggests that the proposed methodology could be helpful to analyze the influences of possible failure durations of release structures on dam overtopping risk and could facilitate preparation for emergency plans. |
| format | Article |
| id | doaj-art-d31d48d0effe47a5a5c98f6a618852bd |
| institution | OA Journals |
| issn | 1076-2787 1099-0526 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Complexity |
| spelling | doaj-art-d31d48d0effe47a5a5c98f6a618852bd2025-08-20T02:19:51ZengWileyComplexity1076-27871099-05262020-01-01202010.1155/2020/35283503528350Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release StructuresLijun Liu0Zhenyu Wu1Survey and Design Institute, Guangdong Research Institute of Water Resources and Hydropower, No. 116 Tianshou Road, Tianhe District, Guangzhou 510635, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, No. 24 South Section 1, Yihuan Road, Chengdu 610065, ChinaFor modern high earth dams, sufficient safety margin is considered in the designs of flood discharge capacity and dam crest elevation to prevent flood overtopping. However, for high earth dams which may induce catastrophic consequences, during their long operational period, extremely hazardous scenarios which could occur and threaten dam safety need to be considered. For the earth dams located in areas with intensive seismicity, there is a possible scenario that the release structures fail due to seismic landslides and gate failures caused by a severe earthquake when the flood begins to enter the reservoir. Thus, it is desirable to investigate the influence of failure duration of release structures on dam overtopping risk. Based on the Bayesian network, a methodology for overtopping risk analysis of earth dams considering effects of failure duration of release structures is proposed. The overtopping risk of the PBG earth-rockfill dam was analyzed to illustrate the methodology. The critical release structures which dominate the dam overtopping risk are identified. The dam overtopping risk is most sensitive to the failure duration of the spillway. The tolerable failure duration of the spillway is approximately 3 days, and when the failure duration of the spillway reaches 4 days, the dam overtopping risk drastically rises to an unacceptable level. The case study suggests that the proposed methodology could be helpful to analyze the influences of possible failure durations of release structures on dam overtopping risk and could facilitate preparation for emergency plans.http://dx.doi.org/10.1155/2020/3528350 |
| spellingShingle | Lijun Liu Zhenyu Wu Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures Complexity |
| title | Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures |
| title_full | Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures |
| title_fullStr | Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures |
| title_full_unstemmed | Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures |
| title_short | Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures |
| title_sort | overtopping risk analysis of earth dams considering effects of failure duration of release structures |
| url | http://dx.doi.org/10.1155/2020/3528350 |
| work_keys_str_mv | AT lijunliu overtoppingriskanalysisofearthdamsconsideringeffectsoffailuredurationofreleasestructures AT zhenyuwu overtoppingriskanalysisofearthdamsconsideringeffectsoffailuredurationofreleasestructures |