Analysis on the effect of water flow of Yanglang flood release project in Xifeng, Guiyang, China
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摘要: 在没有河谷水文监测资料的情况下,利用洪丰期水量及引洪流量和河谷断面水文参数,计算出引洪前后鱼简河断面水位、流量的变化,并与河岸农田、村舍等地物分布高程对比,进而评估引洪产生的受灾情况。结果表明在阳朗坝排洪412 m3/s的条件下,鱼简河A-A、C-C地段河谷断面承载流量分别为491.091及476.219 m3/s,相对安全,而B-B、D-D地段,河谷断面承载流量分别为365.002及160.675 m3/s,将有可能被洪水淹没成灾。Abstract: Without any hydrologic monitoring data, this paper calculate the water levels and discharges before and after releasing the flood water, in light of the flow data in high water period and the flood releasing flow data as well as river valley section parameter, and evaluate the disaster possibility led by flood releasing, by comparing the calculated results with the height of farmland and cottage along the riverbank. The result proves that the section bearing capacity is 491.091 m3/s and 476.219 m3/s on section A-A and C-C respectively, which is comparatively safe under the condition of releasing 412 m3/s in flow; but the section bearing capacity is 365.002 m3/s and 160.675 9 m3/s on section B-B and D-D, which will possibly lead to flood disaster under that situation.
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[1] Edwards.rubin,郝志明,叶雪梅. 工程与环境导论[M].科学出版社,2000:23-30. [2] 刘昌明.21世纪中国水文科学研究的新问题新技术和新方法[M].科学出版社,2001:50. [3] 李锐.论水力发电与河流规划[M].电力工业出版社,2002:234-236. [4] 白义志.洪水风险分析与洪水灾害评估[J].甘肃科技纵横,2009,38(3):65-65. [5] 周魁一.关于洪水风险分析几个问题的思考[J].中国水利,2005,17:9-10. [6] 张闻胜,董秀颖.国内外洪水风险分析概述[J].北京水利,2000.6:12-15. [7] 纪昌明,梅亚东.洪灾风险分析[M].湖南科学技术出版社,2000:63. -
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