Preliminary Study on the Reasonable Allocation of Flood Drainage Right for Midstream of Huaihe River

Abstract:

Due to the absence of the reasonable allocation and management of flood drainage right, most of the people consider their own interests when the floods occurred, which exacerbated the flood loss and caused water dispute. Taking the midstream of Huaihe River as the example, this study try to solve the flood problems from the reasonable allocation of flood drainage right. We analyzed the drainage conditions, discussed the generalized physical model and dynamic coordination model structure. The dynamic and balanced model for the reasonable allocation of flood drainage right was established with the flood disater losses minimum as the objecetive funciton and flood risk as the important constraint, which will provide the scientific basis to study the reasonable allocation of flood drainage right and serve the project layout, integrated management and flood control.

• Periodical: Applied Mechanics and Materials (Volumes 405-408)
• Pages: 2208-2212
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.405-408.2208
• Online since: September 2013
• Authors: Feng Cun Yu, You Zhen Wang, Xian Jiang Yuan
• Keywords: Dynamic and Balanced Model, Flood Disaster Loss Assessment, Flood Drainage Right, Flood Risk

References

[1] ASAD SARWAR, W. G. M. BASTIAANSSEN, TH.M. BOERS, J.C. VAN DAM. Evaluating drainage design parameters for the fourth drainage project, Pakistan by using SWAP model: Part Ⅰ-calibration[J]. Irrigation and drainage systems. 2000, 17(3): 257-280.

DOI: 10.1023/a:1006468905194

[2] Xiantai Bai, Guanghua Ou, Ziquan Long et al. Modeling approach for optimal operation planning of Sihu drainage system[J]. Shui Li Xue Bao, 1998, (6): 41-45.

[3] Guoyi Han, Kasperson Roger E. Dilemmas and Pathways to Dealing with Flood Problems in Twenty-First Century China (in Chinese)[J]. Int. J. Disaster Risk Sci. 2011, 2 (3): 21–30.

DOI: 10.1007/s13753-011-0013-8

[4] Hydrological Bureau of the Ministry of water conservancy, The Huaihe River commission of the Ministry of Water Resources, P.R.C. Flood storm of Huaihe River (in Chinese), (2010).

DOI: 10.18307/2017.0624

[5] Kim Hyung-Jun, Lee Jin Woo, Yoon Kwang-seok, et al. Numerical analysis of flood risk change due to obstruction[J]. KSCE Journal of Civil Engineering, 2012, 16(2): 207-214.

DOI: 10.1007/s12205-012-0003-4

[6] Kumar Gaurav, R. Sinha, P. K. Panda. The Indus flood of 2010 in Pakistan: a perspective analysis using remote sensing data[J]. Nat Hazards, 2011, (59): 1815-1826.

DOI: 10.1007/s11069-011-9869-6

[7] Ma Dingguo, Chen Jie, Zhang Wenjingjiang, et al. Farmers' vulnerability to flood risk: A case study in the Poyang Lake Region[J]. Journal of geographical sciences. 2007, 17(3): 269-284.

DOI: 10.1007/s11442-007-0269-5

[8] Qin hui, Zhou Jianzhong, Lu Youlin. Multi-objective cultured differential evolution for Generating Optimal Trade-offs in reservoir flood control operation[J]. Water Resources Management, 2010, (24): 2611-2632.

DOI: 10.1007/s11269-009-9570-7

[9] Yong Sun, Guohua Zhang, Junhong Jiang. Study on optimizing and operation of water-logging drainage in the central area of Li-xia-he Rive r (in Chinese)[J]. Journal of Irrigation and drainage, 2007, 26(5): 22-25.

[10] G.W. Touxe. Mutiobjective dynamic programming with application to a reservoit[J]. Water resources research, 1995, 15(6): 45-67.