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滨海核电厂取水泵房前池水位波动控制标准的探讨 被引量:3

Control standards for water-level fluctuation on pump-station's distributing pool of coastal nuclear power station
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摘要 主要论述泵房前池水位波动控制标准的提出、相关规范要求以及水位波动模拟和测定方法,结合具体的工程实例对泵房前池水位波动控制标准以及长周期水位波动影响进行初步探讨。针对采用取水明渠+岸边式泵房取水的滨海核电厂取水泵房前池水位波动控制问题,对极端气象条件下(如100 a一遇高潮位+50 a一遇波浪)的短周期水位波动控制标准宜进一步放宽控制标准,对设计基准洪水位+台风浪作用下由于长周期波引起的泵房内水位波动情况需予以考虑,避免由于长周期波动对泵房内相关操作平台和电气设备,以及对厂址防洪可能构成的威胁。 Water-level fluctuation control standard on pump-station's distributing pool and influence of water-level fluctuation caused by long-period wave were discussed with a specific case, as well as the topic about water-level fluctuation control stan-dard on pump-station's distributing pool, requirements of related codes and methods of simulation and mensuration for water-level fluctuation were discussed. For problems of water-level fluctuation control on pump-station's distributing pool of coastal nuclear power station which adopt intake channel and pump-station on shoreline, control standards of water-level fluctuation caused by short-wave on extreme meteorologic conditions (such as the condition of 100 years recurrence high tide level with 50 years recurrence wave) should be properly extend. Further, the problems should be considered about water-level fluctuation caused by long-period wave in condition of design basic flood stage with storm wave, in order to avoid the threat of long-period fluctuation to operation platform and electric device inside pump station, even the flood protection for site.
出处 《中国港湾建设》 2014年第11期4-7,共4页 China Harbour Engineering
关键词 滨海核电厂 水位波动控制标准 整体物理模型 coastal nuclear power station control standards for water-level fluctuation integral physical model
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  • 1程永光,陈鉴治,杨建东.水电站调压室涌浪最不利叠加时刻的研究[J].水利学报,2004,35(7):109-113. 被引量:18
  • 2周晓泉,黄尔,刘小波,等.印尼巴齐丹2×315MW燃煤电站循环水泵流道模型试验研究报告[R].成都:四川大学水力学与山区河流开发保护国家重点实验室,2008.
  • 3徐振凯,徐庆伟,王澍.水电站引水明渠中的波浪现象[J].黑龙江水利科技,2007,35(3):46-47. 被引量:1
  • 4.田湾核电站海水取水工程泥沙物理模型补充试验研究[R].天津水科所,清华大学水利系,2000..
  • 5HAFO100.核电厂厂址选择安全规定[S].[S].,..
  • 6HAFO111.滨海核电厂厂址设计基准洪水的确定[S].[S].,..
  • 7华东师范大学.连云港核电站海水取排水工程海岸动力地貌(岸滩稳定性)调查研究[R].,1998..
  • 8中国水利水电科学研究院.温排水物理模型试验[R].,1998..
  • 9交通部天科所 清华大学水利系.连云港核电站海水取排水工程泥沙物理模型试验研究[R].,1998..
  • 10李樟苏 吴永进.利用γ—密度仪研究连云港庙岭煤港池的淤泥固结规律[J].海洋工程,1988,6(2):44-49.

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