Advances and Problems in Earth-Dam Failure Research

XIE Ya-jun, ZHU Yong-hui, GUO Xiao-long

Journal of Changjiang River Scientific Research Institute ›› 2013, Vol. 30 ›› Issue (4) : 29-33.

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Journal of Changjiang River Scientific Research Institute ›› 2013, Vol. 30 ›› Issue (4) : 29-33. DOI: 10.3969/j.issn.1001-5485.2013.04.007
flood Prevention and Isaster Reduction

Advances and Problems in Earth-Dam Failure Research

  • XIE Ya-jun, ZHU Yong-hui, GUO Xiao-long
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Abstract

According to statistics, most of the failed dams are earth-dams. In order to more precisely predict the process of dam failure, the resulting flood and its propagation, many dam-failure models have been developed in recent decades. The existing earth-dam failure models are summarized and classified, with special attention paid to the models of earth-dam failure due to overtopping. Meanwhile, simulation of the earth-dam failure caused by piping is briefly introduced as well. On the basis of the current research results, problems in the current dam-failure model are analyzed and summarized in the light of the model assumptions and governing equations. Finally, key points and suggestions are put forward for further research.

Key words

earth-dam / dam failure / model / advance / problem

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XIE Ya-jun, ZHU Yong-hui, GUO Xiao-long. Advances and Problems in Earth-Dam Failure Research[J]. Journal of Changjiang River Scientific Research Institute. 2013, 30(4): 29-33 https://doi.org/10.3969/j.issn.1001-5485.2013.04.007

References

[1] 谢任之. 溃坝水力学[M].济南:山东科学技术出版社,1993.(XIE Ren-zhi. Dam-Break Hydraulics[M]. Ji’nan: Shandong Science and Technology Press, 1993.(in Chinese))
[2] 朱勇辉,廖鸿志,吴中如. 土坝溃决模型及其发展[J].水利发电学报,2003,(2):31-38.(ZHU Yong-hui, LIAO Hong-zhi, WU Zhong-ru. The Earth-Dam-Break Model and Its Development[J]. Journal of Hydroelectric Engineering, 2003, (2):31-38.(in Chinese))
[3] WU Wei-ming. Earthen Embankment Breaching[J]. Journal of Hydraulic Engineering, 2011, (12): 1549-1564.
[4] SINGH V P, SNORRASON A. Sensitivity of Outflow Peaks and Flood Stages to the Selection of Dam Breach Parameters and Simulation Models[J]. Journal of Hydraulic Engineering,1984, 68(1/4): 295-310.
[5] FROEHLICH D C. Embankment Dam Breach Parameters Revisited[C]∥ASCE. Proceedings of the 1995 Conference on Water Resources Engineering, sAN aNTONIO, tEXAA, aUGUST 14-18,1995: 887-891.
[6] HANSON G J, TEMPLE D M, HUNT S L, et al. Development and Characterization of Soil Material Parameters for Embankment Breach[J]. Applied Engineering in Agriculture, 2011,27(4): 587-595.
[7] FREAD D L. National Weather Service(NWS) Report: An Erosion Model for Earthen Dam Failures[R]. Silver Spring, Maryland: NOAA, 1988.
[8] ZHU Yong-hui, VISSER P J, VRIJLING J K. A Model for Breach Erosion in Clay-Dikes[C]∥ASCE. Coastal Dynamics 2005: Proceedings of the 5th International Conference, ASCE, Reston, VA, April 4-8, 2005: 1-10.
[9] WU Wei-ming, KANG Y, WANG S S Y. An Earthen Embankment Breach Model[CD]∥IAHR. Proceedings of the 33rd Congress of IAHR(CD-ROM). Vancouver, Canada, August 9-14, 2009.
[10]FROEHLICH D C. Two Dimensional Model for Embankment Dam Breach Formation and Flood Wave Generation[CD]∥Association of State Dam Safety Officials. 2004 Conference of ASDSO, Lexington, KY, September 26-30, 2004.
[11]王光谦,钟德玉,张红武, 等. 汶川地震唐家山堰塞湖泄流过程的数值模拟[J].科学通报,2008, 53(25):3127-3133.(WANG Guang-qian, ZHONG De-yu, ZHANG Hong-wu, et al. Numerical Modeling of Breach Process of Tangjiashan Landslide Dam Generated by Wenchuan Earthquake[J]. Chinese Science Bulletin, 2008,53(25):3127-3133.(in Chinese))
[12]CAO Zhi-xian, YUE Zhi-yuan, PENDER G. Landslide Dam Failure and Flood Hydraulics. Part 2: Coupled Mathematical Modeling[J]. Natural Hazards, 2011,59(2): 1021-1045.
[13]LOU W C. Mathematical Modeling of Earth Dam Breaches[D]. Fort Collins: Colorado State University, 1981.
[14]NOGUEIRA V D Q. A Mathematical Model of Progressive Earth Dam Failure[D]. Fort Collins: Colorado State University, 1984.
[15]WANG Zhen-gang. A Numerical Three-Dimensional Non-cohesive Earthen Dam Breach Model[D]. Utah: Utah State University, 2005.
[16]WU Wei-ming, REZA M, HE Zhi-guo. A Depth-Averaged Two-Dimensional Model of Unsteady Flow and Sediment Transport Due to Non-cohesive Embankment Break/Breaching[J]. Journal of Hydraulic Engineering, 2011, (12): 1-36.
[17]SINGH V P. Dam Breach Modeling Technology[M]. Dordrecht: Kluwer Academic Publisher, 1996.
[18]HANSON G J, COOK K R, HUNT S L. Physical Modeling of Overtopping Erosion and Breach Formation of Cohesive Embankments[J]. Transactions of ASABE, 2005,48(5): 1783-1794.
[19]RALSTON D C. Mechanics of Embankment Erosion During Overflow[C]∥ASCE. Proceedings of 1987 ASCE National Conference on Hydraulic Engineering, Williamsburg, Virginia, August 3-7, 1987: 733-738.
[20]WAHL T L. DSO-98-004, Dam Safety Research Report: Prediction of Embankment Dam Breach Parameters: A Literature Review and Needs Assessment[R]. Washington DC: U. S. Bureau of Reclamation, 1998.
[21]ALONSO C V, BENNETT S J, STEIN O R. Predicting Headcut Erosion and Migration in Concentrated Flows Typical of Upland Areas[J]. Water Resources Research, 2002,38(12): 1303.
[22]ZHU Yong-hui. Breach Growth in Clay-Dikes[D]. Delft: Delft University of Technology, 2006.
[23]DEY A K, TSUJIMOTO T, KITAMUTA T. Experimental Investigations on Different Modes of Headcut Migration[J]. Journal of Hydraulic Research, 2007,45(3): 333-346.
[24]DE PLOEY J. A Model for Headcut Retreat in Rills and Gullies[J]. CATENA Supplement, 1989,(4): 81-86.
[25]TEMPLE D M. Estimating Flood Damage to Vegetated Deep Soil Spillways[J]. Applied Engineering in Agriculture, 1992,8 (2): 237-242.
[26]PRASAD S N. RMKENS M J M. Energy Formulations of Headcut Dynamics[J]. CATENA Supplement, 2003 ,50(2/4): 469-487.
[27]WANG Z G, BOWLES D S. A Numerical Method for Simulating One-Dimensional Headcut Migration and Overtopping Breaching in Cohesive and Zoned Embankments [J]. Water Resources Research,2007,43(4):1-17.
[28]WU Wei-ming, KANG Y H. A Simplified Breaching Model for Cohesive Embankments [C]∥ASCE. World Environmental and Water Resources Congress, Palm Springs, California, May 22-26, 2011: 2207-2215.
[29]A.穆罕默德. 大坝溃口形成预测精度的改进[J].水利水电快报,2007,28(7): 21-25.(MOHSMMED A. The Improvement of Forecast Precision on Dam Breach[J]. Express Water Resources & Hydropower Information, 2007,28(7):21-25.(in Chinese))
[30]任 强, 陈生水, 钟启明.黏土心墙坝漫顶溃决数值模型研究[J].岩土工程学报,2010,32(4): 562-566.(REN Qiang, CHEN Sheng-shui, ZHONG Qi-ming. Numerical Model for Clay Core Dam Break Due to Overtopping Failure[J].Chinese Journal of Geotechnical Engineering, 2010,32(4): 562-566. (in Chinese))
[31]赵万玉,陈晓清,高 全,等.不同断面泄流槽的地震堰塞湖溃决实验研究[J]. 泥沙研究. 2011,(4): 29-37.(ZHAO Wan-yu, CHEN Xiao-qing, GAO Quan, et al. Experiment Study of Dam-Break of Earthquake Barrier Lake with Different Cross Sections of Drainage Channel[J].Journal of Sediment Research, 2011,(4): 29-37.(in Chinese))
[32]钟启明. 土石坝溃决机理及数值模拟[D].南京:南京水利科学研究院,2009.(ZHONG Qi-ming. The Failure Mechanism of Earth-Rock Dam and Its Numerical Simulation[D]. Nanjing: Nanjing Hydraulic Research Institute, 2009.(in Chinese))
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