Located in alluvial plain, the middle and lower Changjiang River suffers from frequent flood disasters. Embankment is the first barrier to protect life and property along the river. The Jingjiang River reach in the middle Changjiang River is exposed to a more serious flood control situation because of large amount of high flood peak and complex river-lake relation. In this research, the flood risk in the flood protection region enclosed by Songzi Levee of upper Jingjiang River reach is assessed. The flood routing process in mainstream Changjiang River and the studied flood protection region in the presence of levee break during a 1000-year event flood is simulated using a 1-D and 2-D coupled mathematical model with generalized river network of Jingjiang River and Dongting Lake water system. Maximum flood depth, inundation duration, and maximum flow velocity are selected as risk elements to analyze the distribution of flood risk. The article is divided into two parts, one of which is presented here to expound the establishment of coupled mathematical model and the process of calibration and verification.
Key words
flood risk /
flood protection region /
Songzi levee /
numerical simulation /
levee breach /
calibration and verification
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References
[1] 张 曼,周建军,黄国鲜.长江中游防洪问题与对策[J].水资源保护,2016,32(4):1-10.
[2] 松滋水利志编纂领导小组,松滋市水利局.松滋水利志[M].北京:中国环境科学出版社,2008.
[3] 韩龙喜,张书农,金忠青.复杂河网非恒定流计算模型——单元划分法[J].水利学报,1994,(2):52-56.
[4] HIRSCH C. Numerical Computation of Internal and External Flows[M]. USA: Wiley, 2007.
[5] 孙昭华,李义天,曹志芳.河网非恒定水沙数学模型研究[J].水科学进展,2004, 15(2):165-172.
[6] 吴作平,杨国录,甘明辉.荆江—洞庭湖水沙数学模型研究[J].水利学报, 2003,(7):96-100.
[7] 李琳琳.荆江-洞庭湖耦合系统水动力学研究[D].北京:清华大学, 2009.
[8] 施 勇,栾震宇,胡四一.长江中下游水沙数值模拟研究[J].水科学进展,2005, 16(6):840-848.
[9] 李义天.河网非恒定流隐式方程组的汊点分组解法[J].水利学报,1997(3):49-57.
[10]谭维炎,胡四一. 二维浅水流动的一种普适的高性能格式——有限体积Osher格式[J]. 水科学进展,1991,2(3):154-161.
[11]水利部长江水利委员会.松滋江堤加高加固初步设计报告[R].武汉:长江水利委员会, 1993.