Skip to main content
Log in

Experimental Study of Dam-Break Flow in Cascade Reservoirs With Steep Bottom Slope

  • Published:
Journal of Hydrodynamics Aims and scope Submit manuscript

Abstract

Dam break can cause a significant disaster in the downstream, especially, in a valley with cascade reservoirs, which would aggravate the disaster extent. The experimental studies of the dam-break flow of cascade reservoirs are few and far between at the present. Most of related studies concern the failure of a single dam.. This article presents an experimental study of the characteristics of an instantly filled dam-break flow of cascade reservoirs in a rectangular glass flume with a steep bottom slope. A new method was used to simulate the sudden collapse of the dam. A series of sensors for automatic water-levels were deployed to record the rapid water depth fluctuation. The experimental results show that, the ratio of the initial water depth of the downstream reservoir to that of the upstream reservoir would greatly affect the flood peak water depth in the downstream reservoir area and in the stream channel behind the downstream dam, while the influence of the dam spacing is insignificant. In addition, the comparison between the single reservoir and the cascade reservoirs shows some difference in the dam-break flow pattern and the stage hydrograph at the corresponding gauging points.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. XU Wei-lin, YANG Yong-quan and DENG jun. Hydraulic models[M]. Beijing: Science Press, 2010(in Chinese).

    Google Scholar 

  2. COCHARD S., ANCEY C. Tracking the free surface of time-dependent flows: image processing for the dambreak problem[J]. Exp. Fluids, 2008, 44(1): 59–71.

    Article  Google Scholar 

  3. EAKET J., HICKS F. E. and ASCE M. et al. Use of stereoscopy for dam break flow measurement[J]. Journal of Hydraulic Engineering, 2005, 131(1): 24–29.

    Article  Google Scholar 

  4. FRAZAO S. S., ZECH Y. Dam break in channels with 90° bend[J]. Journal of Hydraulic Engineering, 2002, 128(11): 956–968.

    Article  Google Scholar 

  5. ZHOU J. G., CAUSON D. M. and MINGHAM C. G. et al. Numerical prediction of dam-break flows in general geometries with complex bed topography[J]. Journal of Hydraulic Engineering, 2004, 130(4): 332–340.

    Article  Google Scholar 

  6. YAN Jun, CAO Zhi-xian. Experimental study of landslide dam-break flood over erodible bed in open channels[J]. Journal of Hydrodynamics, 2009, 21(1): 124–130.

    Article  Google Scholar 

  7. NIU Zhi-pan, XU Wei-lin and ZHANG Jian-min et al. Experimental investigation of scour dam-break of landslide dam[J]. Journal of Sichuan University (Engineering Science Edition), 2009, 41(3): 90–95(in Chinese).

    Google Scholar 

  8. SUN Lu-zhong, YAN Jian-guo and ZHAO Jian-jun. Study on closure of dam-breach with sinking caissons[J]. Journal of Yangtze River Scientific Research Institute, 2003, 20(6): 9–11(in Chinese).

    Google Scholar 

  9. ZHANG Jian-yun, LI Yun and XUAN Guo-xiang et al. Overtopping breaching of cohesive homogeneous earth dam with different cohesive strength[J]. Science in China, Series E: Technological Sciences, 2009, 52(10): 3024–3029.

    Article  Google Scholar 

  10. LI Yun, WANG Xiao-gang and XUAN Guo-xiang et al. Similarity criteria of homogeneous embankment failure due to overtopping flow[J]. Chinese Journal of Hydrodynamics, 2010, 25(2): 270–276(in Chinese).

    Google Scholar 

  11. LI Yun, LI Jun. Review of experimental study on dambreak[J]. Advances in Water Science, 2009, 20(2): 304–310(in Chinese).

    MathSciNet  Google Scholar 

  12. HANSON G., COOK K. and TEMPLE D. Research results of large-scale embankment overtopping breach tests[C]. Proceedings of the Association of State Dam Safety Officials Annual Conference. Tampa, USA, 2002, 809–820.

    Google Scholar 

  13. STEPHEN E. C., DARRYL P. A. and GRANT M. W. Overtopping breaching of non-cohesive homogeneous embankments[J]. Journal of Hydraulic Engineering, 2002, 128(9): 829–838.

    Article  Google Scholar 

  14. DUPONT E., DEWALS B. J. and ARCHAMBEAU D. et al. Experimental and numerical study of the breaching of an embankment dam[C]. Proceeding of the 32nd IAHR Biennial Congress. Venice, Italy, 2007, 1: 339–348.

    Google Scholar 

  15. GUO Yan, LIU Ru-xun and DUAN Ya-li et al. A characteristic-based finite volume scheme for shallow water equations[J]. Journal of Hydrodynamics, 2009, 21(4): 531–540.

    Article  Google Scholar 

  16. YU Ming-hui, DENG Yin-ling and QIN Lian-chao et al. Numerical simulation of levee breach flows under complex boundary conditions[J]. Journal of Hydrodynamics, 2009, 21(5): 633–639.

    Article  Google Scholar 

  17. WANG Xin, CAO Zhi-xian and YUE Zhi-yuan. Numerical modeling of shallow flows over irregular topography[J]. Journal of Hydrodynamics, Ser. A, 2009, 24(1): 56–62(in Chinese).

    Google Scholar 

  18. PAN Cun-hong, YU Pu-bing and LU Hai-yan. Numerical simulation of wetting and drying for shallow flows by Riemann solution on dry bed[J]. Journal of Hydrodynamics, Ser. A, 2009, 24(3): 305–312(in Chinese).

    Google Scholar 

  19. JIANG Yan-qun, DUAN Ya-li and LIU Ru-xun et al. An unstructured-mesh MATLAB generator and numerical simulation of shallow water problems[J]. Chinese Journal of Hydrodynamics, 2009, 24(4): 398–405(in Chinese).

    Google Scholar 

  20. SONG Li-xiang, ZHOU Jian-zhong and ZOU Qiang et al. A well-balanced Riemann solver for one-dimensional shallow water equations[J]. Chinese Journal of Hydrodynamics, 2010, 25(2): 231–238(in Chinese).

    Google Scholar 

  21. ZHANG Xue-ying, PAN Zhong-jian and MA Xiao-fei. Numerical simulation for breaking waves impacting on a building in complex boundary with the SPH method[J]. Chinese Journal of Hydrodynamics, 2010, 25(3): 332–336(in Chinese).

    Google Scholar 

  22. ZHOU Hao-lan, CHEN Yang-bo and REN Qi-wei. The shallow-water simulation for irregular terrain[J]. Chinese Journal of Hydrodynamics, 2010, 25(5): 594–600(in Chinese).

    Google Scholar 

  23. LI Tai-ru, ZHAO Ming-deng and PENG Xiao-chun. Finite proximate method for dam-break flood waves with real topography[J]. Chinese Journal of Hydrodynamics, 2010, 25(6): 763–769(in Chinese).

    Google Scholar 

  24. BUKREEV V. I., GUSEV A. V. Initial stage of the generation of dam-break waves[J]. Doklady Physics, 2005, 50(4): 200–203.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Wei-lin Xu.

Additional information

Project supported by the National Basic Research Program of China (973 Program, Grant No. 2007CB714105), the National Natural Science Foundation of China (Grant No. 50909067).

Biography: XUE Yang (1983-), Male, Ph. D. Candidate

Rights and permissions

Reprints and permissions

About this article

Cite this article

Xue, Y., Xu, Wl., Luo, Sj. et al. Experimental Study of Dam-Break Flow in Cascade Reservoirs With Steep Bottom Slope. J Hydrodyn 23, 491–497 (2011). https://doi.org/10.1016/S1001-6058(10)60140-0

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1016/S1001-6058(10)60140-0

Key words

Navigation