NUMERICAL SIMULATION STUDY ON ENVIRONMENTAL IMPACT OF SEWAGE DISCHARGE ON ESTUARY WATER FUNCTIONAL AREA
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摘要: 通过二维水动力水环境数值模拟方法,研究了杭州湾河口地区多种水功能区并存情况下余姚污水厂污水排放对水环境的影响,分析了CODMn、NH3-N、TP的包络范围、平面分布特征和对各水功能区的影响。研究表明:污染物单增量正常排放时,污染带形态沿水流方向呈瘦长型;等浓度污染带包络面积大潮大于小潮,最大值显著大于平均值,事故工况污染面积大于正常工况;叠加其他污染源和环境本底正常排放时,排放口混合区面积为0.20 km2,满足要求;根据多功能区环境影响评价方法,满足最严格的水质管理目标,对海洋功能区划、一类海水功能区划水质类别管理目标未产生影响。研究在工程实际应用中具有典型性,研究成果可以为潮汐河口的排污口选址论证,水环境影响模拟等相似工程提供参考。Abstract: The two-dimensional hydrodynamic water environment numerical simulation method was used to study the influence of sewage discharge from Yuyao sewage plant on water environment, when multiple water functional zones coexisted in Hangzhou bay estuary. And the influence of envelope range, plane distribution characteristics of CODMn, NH3-N and TP on each water functional zone were analyzed. The results showed that when the single increment of pollutants was discharged normally, the pollution zone formed a thin and long pattern along the direction of water flow. The enveloping area of the pollution zone with equal concentration was larger than neap tide, the maximum value was significantly larger than the average value, and the pollution area in the accident condition was larger than that in the normal condition. Combining the discharged from the other pollution sources and environmental background, the mixing area of the discharge outlet was 0.20 km2, which met the coresponding requirements. According to the environmental impact assessment method of multi-functional areas, the most stringent water quality management objectives were met, and the marine function zoning and water quality classification management objective of a seawater function zoning was not affected. This research case was typical in practical engineering application. The results could provide reference for similar projects such as the demonstration of sewage outlet site selection in tidal estuary and simulation of water environment impact.
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Key words:
- estuary /
- sewage discharge /
- multi-functional area /
- environmental impact /
- numerical simulation
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2017年近岸海域生态环境质量公报[G].中华人民共和国生态环境部,2018-07. 李小虎,韩龙喜,吴云波,等.潮汐河流排污口设置对水质的影响[J].水资源保护,2011, 27(6):88-91. 田涛,赵坤,布旻晟,等.城市污水处理厂尾水排放对水环境质量影响定量评估[J].环境工程,2014,32(6):135-139. 陈瑶泓伶,袁洪涛.天津南港尾水排海工程对海域环境影响的数值模拟[J].水道港口,2014,35(5):539-544. 国峰,张海平,李阳,等.金山尾水排海对纳污海域水质影响的数学模拟[J].海洋学研究,2007,25(4):81-85. 宋强,吴航.深圳市政污水排海工程对海域环境影响的数值模拟研究[J].中山大学学报(自然科学版),2001,40(2):126-129. 姜尚,张平,欧阳玉蓉,等.尾水排放影响下平潭近岸海水COD和无机氮浓度场的数值模拟[J].应用海洋学报,2014,33(1):118-124. 刘梅冰,陈兴伟.闽江下游河道排污口设置的水质响应分析[J].台湾海峡,2007,26(2):220-225. 王翠,孙琪,姜尚.基于无机氮浓度响应系数的厦门湾沿岸污水处理厂排放口选址优化[J].台湾海峡,2012,31(1):27-33. 许金电,江毓武.港湾三维水动力和污染物扩散数值模型[J].台湾海峡,2003,22(1):85-90. Denmark. Mike21 flow model user guide[R]. shanghai:DHI software, 2005. 浙江省人民政府. 城镇污水处理厂主要水污染物排放标准:DB 33/2169-2018[S]. 国家海洋局. 海水水质标准:GB 3097-1997[S].北京:中国标准出版社,1997.
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