期刊文献+

南通污水排海工程排放点比选的数值模拟 被引量:9

A Modeling Study on Selecting the Effluent Discharge Points of the Nantong Seawage Discharging Project
下载PDF
导出
摘要 采用数值模拟的方法,计算和分析了南通污水排海工程排放点位于-4m、-7m和-9m三个水深位置的污染物扩散影响,结果表明,在海域水动力条件下,-4m点高质量浓度COD水体面积最大,排放口污染最重,又位于浅海区,对海洋养殖极为不利,不宜选择;-7m点排放口和-9m点排放口均没有出现超过三类水质标准的区域,-7m点排放口影响水域COD质量浓度大部分为二类水质标准区域,只有面积很小甚至可以忽略不计的小范围三类水质标准区域,满足排海要求;-9m点排放口虽然对海域影响最小,但因其离岸距离过远,将大幅增加工程的施工及运营难度,为此,在能够保障COD排海条件的情况下,同时结合各方案管线长度带来的施工难度以及造价费用,采取-7m点为最佳排海口方案。 The Influence of pollutant diffusion at the effluent discharge points of the Nantong Seawage Discharging Project,which are located at water depth-4 m,-7 m and-9 m respectively,was calculated and analyzed by means of numerical simulation.The results have indicated that under the hydrodynamic conditions in the area studied,point-4 m is not suitable to choose,because at this point the area of water with high COD mass concentration is the largest,the pollution is the heaviest,and the water depth is so shallow that the marine aquaculture has been endangered extremely.At both points-7 m and-9 m,no areas in which the third order of water quality standard is exceeded are present.At point-7 m the level of COD mass concentration in most of the area falls to the second order of water quality standard and only a very small-scaled area that can be neglected belongs to the third order of water quality standard.Therefore,this point can be satisfied for the requirements of the seawage discharging.At point-9 m,however,the COD mass concentration has a small impact to the sea water,but the distance of the point away from the coast is so far that both the construction and operation are difficult.On the premise of guaranteeing the COD discharge and taking the difficulties induced by the pipeline length of different projects and the cost into account,it could better to choose point-7 m as the best seawage discharging point.
出处 《海岸工程》 2012年第2期31-38,共8页 Coastal Engineering
基金 中央级公益性科研院所基本科研业务费专项资金项目--海陆复合环境承载力评价与预测方法研究(TKS090204) 波流环境中射流实验与数值模拟及其在污水深海动态处置中的应用研究(TKS100217)
关键词 污水排海 排放点 数值模拟 seawage discharge effluent discharge point numerical simulation
  • 相关文献

参考文献8

二级参考文献10

  • 1何用,李义天.重金属迁移转化模型研究[J].水科学进展,2004,15(5):576-583. 被引量:31
  • 2GB8978--1996.污水综合排放标准[S].[S].,..
  • 3叶守泽 夏军 郭生练.水库水环境模拟预测与评价[M].北京:中国水利水电出版社,1997.141-150.
  • 4周雪涟.计算水利学[M].北京:清华大学出版社.1994.
  • 5EKEBJARG L, JUSTESEN P. An explicit scheme of advektion-diffusion modelling in two dimensions [J]. Comp. Meth. App. Mech. Eng., 1991, 88 (3): 287--297.
  • 6海口市统计局.海口统计年鉴(2006年)[M].北京:中国统计出版社,2006:267-271.
  • 7王文介 欧兴进.南渡江河口动力特征与地形发育.热带海洋,1986,5(4):80-88.
  • 8海南省海洋局.海南省海洋功能区划报告[M].北京:海洋出版社,2002:28-30.
  • 9陈沈良,龚文平,王宝灿.南渡江三角洲海岸泥沙纵向运移与岸滩演变的响应[J].海洋湖沼通报,1998(1):23-32. 被引量:10
  • 10季民,孙志伟,王泽良,陶建华.纳污海水中COD生化降解过程的模拟试验研究[J].海洋与湖沼,1999,30(6):731-736. 被引量:18

共引文献21

同被引文献54

引证文献9

二级引证文献34

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部