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围涂引起床面淤高对取水口高程富余量的影响 被引量:2

Influence on Elevation Margins of Water Intakes due to the Deposition of Seabed after Reclamations
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摘要 以三门核电一期取水口为例,其周边的宁海县双盘涂、三山涂2处围涂,一旦实施后会引起该取水口附近海床面的淤高,取水口高程能否能满足正常取水的需求,对三门核电厂今后安全运营至关重要。水槽试验结果表明,各组次下取水口的高程富余量在1.20~2.80m。当取水口处于取水状态时,其高程富余量可较不取水状态下增大约1/6~1/4。无论取水与否,随着床面的淤高,取水立管的桩柱绕流效应大幅减弱,各取水窗四周的局部冲刷深度均随之减小,从而导致取水口高程富余量的迅速减小,但高程富余量仍在1.00m以上,不会对今后取水口的正常取水造成威胁。通过试验研究,对周边围涂实施后取水口的局部冲刷形态有了新的认识,对取水口设计高程的富余程度有了科学的评估和论证。 Taking the water intakes of first- stage project of Sanmen Nuclear power plant as an example, it is very important for the effective operation of the plant whether the elevation of the water intakes can meet the requirements for normal water intaking due to the deposition of seabed around the water intakes after the implementation of the Shuangpan reclamation and the Sanshan reclamation in Ninghai County. The flume model tests show that, the elevation margins of the water intakes of each group are between 1.2 meters to 2.8 meters. When the water intakes are in the water state, the elevation margins can be increased about 1/6 to 1/4 than the ones without the water state. Whether the water intakes are in the water state, with the gradual deposition of seabed,, the depth of the erosion around the top of the water intakes decrease because of the significantly decrease of the effects of the flow around the pile column, then the elevation margins of the water intakes decrease quickly, but still in 1 m above, which has no threat to the future of normal water intaking of the water intakes. Through the tests research, we have a new understanding on the morphology of the local erosion of the water intakes after the implementation of the surrounding reclamations, and we also have a scientific evaluation and demonstration of the margin degree of the design elevation of the water intakes, which is of great scientific and engineering significance.
出处 《浙江水利科技》 2014年第5期82-86,共5页 Zhejiang Hydrotechnics
关键词 围涂 床面淤高 取水口 局部冲刷 高程富余量 模型试验 reclamation deposition of seabed water intake local erosion elevation margins model test
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参考文献9

  • 1吴春芳,姜晨竞,宋伟华,等.宁海县三山涂区域农业围垦用海规划环境影响篇章(送审稿)[R].杭州:国家海洋局第二海洋研究所,2012. 被引量:1
  • 2吴春芳,姜晨竞,宋伟华,等.宁海县双盘涂二期区域农业围垦用海规划环境影响篇章(送审稿)[R].杭州:国家海洋局第二海洋研究所,2012. 被引量:1
  • 3应剑云,谢鸣,谭常波,等.宁海双盘三山围涂工程水文测验报告[R].杭州:国家海洋局第二海洋研究所,2009. 被引量:1
  • 4尤雪娣.三门核电一期工程初步设计水工部分循环水系统建(构)筑物初步设计报告[R].上海:中国电力工程顾问集团华东电力设计院,2008. 被引量:1
  • 5吴以喜,杨华,刘子琪,等.JTS/T231-2-2010海岸与河口潮流泥沙模拟技术规程[s].北京:人民交通出版社,2010. 被引量:1
  • 6刘家驹,喻国华.海岸工程泥沙的研究和应用[J].水利水运科学研究,1995(3):221-233. 被引量:31
  • 7钱宁,万兆惠.泥沙运动力学[M].北京:科学出版社,1987. 被引量:7
  • 8韩海骞.浙江省河口海湾泥沙物理模型模型沙特性研究[R].杭州:浙江省水利河口研究院,2009. 被引量:1
  • 9梁斌.宁海县双盘三山涂农业围垦对三门核电一期取水口冲淤影响专题研究报告[R].杭州:浙江省水利河口研究院,2013. 被引量:1

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