Abstract
The lower Yellow River still faces the threat of flood due to the unusual precipitation caused by global environmental change, river channel sedimentation, hidden danger in the dike and unfavorable river regime of “hanging river”. According to the characteristics of the dike-break flood of the Yellow River, this paper has simulated, in six different scenarios, the dike-break flood routing by inputting the terrain data, typical historical flood data and land use data of study area to two-dimensional unsteady flow model. The results show that: firstly, the routing process of flood will occupy other rivers on the way and return to the rivers after reaching the lower reaches; secondly, in the same river reach, flood inundating area of north band is bigger than that at corresponding location of south bank under the same historical flood; thirdly, it is different in the degree of flood inundation in different regions due to different geographical locations in flood plain; fourthly, the area of mainstream where flood is deep and flow velocity is quick is relatively smaller, but the area of non-mainstream, where flood is shallow and flow velocity is slow, is relatively big; and finally, the possible influenced area of the dike-break flood is 141,948 km2.
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References
Bellos C V, Sakkas J G, 1992. Experimental investigation of two-dimensional dam-break induced flows. Journal of Hydraulic Research, 30(1): 47–63.
Cao Z F, Li Y T, 2001. Flood routing on initially dry land in flood storage and detention basins. Journal of Basic Science and Engineering, 9(1): 74–79. (in Chinese)
Darby S E, Thorne C R, 1996. Numerical simulation of widening and bed deformation of straight sand-bed rivers I: Model development. ASCE, Journal of Hydraulic Engineering, 122(4): 184–193.
Ding D F, Shi C X, 2002. An economic benefits calculating model for the lower Yellow River flood control engineering system. Advances in Water Science, 13(4): 450–455. (in Chinese)
Feng M Q, Zhou X D, Zheng B M et al., 2003. 2-dimensional dynamic simulation on flood with several breaking in Daqing city. Journal of Sichuan University (Engineering Sciences Edition), 35(2): 23–26. (in Chinese)
Hu M S, Luo C Z, 1988. The historical flood in China. The national group of analyzing and calculating the rainstorm and flood. The Nanjing Institute of Hydrology and Water Resources, Ministry of Water Conservancy. (in Chinese)
Jiang H M, Ren L L, An R et al., 2004. Application of remote sensing information about land use and land cover to flood simulation. Journal of Hohai University (Natural Sciences), 32(2): 132–135. (in Chinese)
Li G C, 2005. Study on the structure of the universal model for river basin flood simulation. Journal of Hohai University, 33(1): 14–17. (in Chinese)
Li G Y, Cheng X T, 2003. Research on flood risk information management system of Beijiang River dike. Hydrology, 23(3): 5–9. (in Chinese)
Li G Z, Wang C H, Zhou J Y, 2002. The matrix mark-method of 2-D flow field simulation. Journal of Hohai University (Natural Sciences), 30(5): 80–84. (in Chinese)
Li N, 2002. The flood risk management system based on GIS. PhD Paper. Beijing: China Institute of Water Resource and Hydropower Research.
Li T W, Wu L, Cao Y, 2005. Flood analysis and simulation of lower reaches of Weihe River based on DEM. Bulletin of Soil and Water Conservation, 25(4): 53–56. (in Chinese)
Liu Z Y, Xie Z H, 2003. Further development of the TOPKAPI model and its application to the Huaihe River basin for flood simulation. Hydrology, 23(6): 2–7. (in Chinese)
Lu Z C, Jia Y F, 1987. A study on the section of possible breaking levee and the maximum inundated area of the northern levee of the lower Yellow River. Geographical Research, 6(4): 15–25. (in Chinese)
Luo L X, 1953. The inundated range due to the levee in the southern riverside breaking from 1938 to 1947. Acta Geographica Sinica, 19(2): 234–243. (in Chinese)
Rui X F, 1996. Application of approach to geomorphology combined with optimal principle in determining parameters of Nash model. Journal of Water Resource, (3): 44–50. (in Chinese)
Su R Q, Yang Q Y, 1997. The Synthetical Countermeasure of Controlling the Disaster and Environment in the Yellow River Basin. Zhengzhou: The Yellow River Water Conservancy Press. (in Chinese)
The Editorial Board of Floods and Droughts in the Yellow River Basin and the Northwest, 1996. The Floods and Droughts in the Yellow River Basin. Zhengzhou: The Yellow River Water Conservancy Press. (in Chinese)
Wan H T, Zhou C H, Wu Y X et al., 2002. 2-D flood simulation of the lower Yellow River from Huayuankou to Jiahetan. Advances in Water Science, 13(2): 215–222. (in Chinese)
Wang J S, Ni H G, Jin S et al., 1998. Simulation of 1-D dam break flood wave routing and reflection by using TVD schemes. Journal of Water Resource, (5): 7–11. (in Chinese)
Wang Z Y, Chen Y H, 1996. The summarization of “1996.8’s flood” in the Yellow River. Yellow River, 18(11): 25–33. (in Chinese)
Wei C X, Zhang Y X, Chen J Q, 2003. Two-dimensional numerical simulation of dam break with characteristics method based on space operator splitting. Journal of Chongqing University, 26(9): 18–21. (in Chinese)
Wen S Z, Xi J Z, 1980. The analysis on the standard of economic flood control in the lower Yellow River. The Planning Department, Design Institute of Yellow River Committee.
Wurbs R A, 1987. Dam-breach flood wave models. Journal of Hydraulic Engineering, 113(1): 29–46.
Xia J Q, Wang G Q, Zhang H W, 2003. Numerical simulation of the flood routing and bed deformation processes in the wandering reach of the lower Yellow River. Journal of Hydrodynamics, 18(3): 306–313. (in Chinese)
Xie Z T, Zhang X F, Yuan J et al., 2005. Numerical simulation of dam-break floods. Hydro-science and Engineering, (2): 10–17. (in Chinese)
Xu Y P, Ge X P, Zhang L F et al., 2005. Research of flood-inundated simulation on floodplain in coastal medium and small basins of Southeast China. Geographical Research, 24(1): 38–45. (in Chinese)
Yang C R, Tsai C T, 2000. Development of a GIS-based flood information system for floodplain modeling and damage calculation. Journal of the American Water Resources Association, 36(3): 567–577.
Yang P G, Dai E F, Wu S H et al., 2006. Spatial pattern of the flood disaster risk in the protected zone of the lower Yellow River embankment. Chinese Science Bulletin, 51(7): 148–154. (in Chinese)
Zhang H W, Huang Y D, Zhao L J et al., 2002. A mathematical mode for unsteady sediment transport in the lower Yellow River: II. model verification. Advances in Water Science, 13(3): 271–277. (in Chinese)
Zhang H W, Zhao L J, Wang G Q et al., 2003. Quasi-2D mathematical model for morphology of the lower Yellow River. Journal of Water Resource, (4): 1–7. (in Chinese)
Zhang S I, Liu J F, 2005. Study on the technology of universal parameter calibration. Hydrology, 25(1): 1–3. (in Chinese)
Zhao D H et al., 1994. Finite-volume two-dimensional unsteady-flow model for river basin. Journal of Hydraulic Engineering, 120(7): 863–883.
Zhao L J, Wei Z L, Tan G M et al., 2004. Flood track simulation in the lower reaches of the Yellow River through sediment and flow regulation of Xiaolangdi Reservoir in 2002. Journal of Hydrodynamics, 19(5): 578–584. (in Chinese)
Zhou J J, Lin B N, Wang L X, 1991. A new mathematical model for two dimensional flows. Journal of Water Resource, (5): 8–18. (in Chinese)
Zoppou C, Roberts S, 2000. Numerical solution of two dimensional unsteady dam break. Applied Mathematical Modeling, 24: 457–475.
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Foundation: The State Scientific Research Plan, No.96-920-09-01
Author: Ma Xin (1980–), Ph.D. Candidate, specialized in environment and resource.
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Ma, X., Yang, P., Yang, Q. et al. The characteristics of dike-break flood in different scenarios of the lower Yellow River based on numerical simulations. J GEOGR SCI 17, 85–100 (2007). https://doi.org/10.1007/s11442-007-0085-y
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DOI: https://doi.org/10.1007/s11442-007-0085-y