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1)  SFCW
传统潜流人工湿地
1.
The residence time distribution in W-SFCW system experiments was studied using the reactor theory,from chemical engineering.
比较分析传统潜流湿地和理想反应器的流态特征,得出结论:在同样的水力负荷条件下,相对传统潜流人工湿地(SFCW),W-SFCW具有将污染物浓度降到同一浓度值所需时间更短、去除效率更高的内在机制。
2)  subsurface constructed wetland
潜流人工湿地
1.
Pretreatment EFFects of Yellow River raw water by subsurface constructed wetland in low temperature;
潜流人工湿地低温下黄河原水预处理效果研究
2.
Study on the Treatment of Polluted River by Subsurface Constructed Wetland;
潜流人工湿地处理污染河水的试验研究
3.
Water quality,flux and temperature of polluted river in northern China fluctuate a lot in a year around,which is disadvantageous for sustainable operation of subsurface constructed wetland treating polluted river water.
通过1a多的连续性运行,对潜流人工湿地污染河水处理系统的可持续运行问题进行了系统研究,年平均水力负荷为15 cm/d。
3)  subsurface-flow constructed wetland
潜流式人工湿地
1.
, so a small-scale subsurface-flow constructed wetland (SFCW) in the investigation was conducted to study the purification effect on swine wastewater.
(2) 模拟潜流式人工湿地静态试验结果表明,芦苇、黑麦草和稗草等对湿地系统处理养猪场污水的COD、NH_4。
4)  subsurface flow constructed wetland
潜流式人工湿地
1.
The subsurface flow constructed wetland was covered with the harvested wetland vegetation for the sake of heat preservation.
采用收割的湿地植物对潜流式人工湿地进行覆盖保温,考察了这种保温方法对潜流式人工湿地冬季运行时除污效果的影响。
2.
In consideration of stormrunoff pollution problems existing in many wa tersheds in our country,we utilized subsurface flow constructed wetlands to research th e problems.
采用潜流式人工湿地系统对其在处理、控制暴雨径流污染问题进行了模拟研究,实验中人工模拟暴雨径流污染物浓度平均为CODcr291。
5)  subsurface flow constructed wetland
潜流人工湿地
1.
CFD study on effect of catchment area on hydraulic performance of subsurface flow constructed wetland;
用CFD研究潜流人工湿地集水区对其水力学性能的影响
2.
Study on the Strengthening Nitrification in Subsurface Flow Constructed Wetland;
强化潜流人工湿地硝化作用研究
3.
By analyzing the date of experiments in different season and different work situation, the removal efficiency of the suspended material 、 COD and N and the parameters was researched in subsurface flow constructed wetland .
通过实验研究了潜流人工湿地小试装置在不同季节、不同工况条件下对实际地表水的处理效果,研究了潜流人工湿地处理系统对悬浮物、COD和氮素的去除效果及其影响因素,并利用相关的动力学模型模拟潜流人工湿地对污染物的去除规律。
6)  subsurface-flow constructed wetland
潜流人工湿地
1.
In order to guarantee that the low concentration domestic sewage of barracks area can be treated effectively in winter,a combined sewage treatment system using subsurface-flow constructed wetland as main process was designed and constructed.
为确保在冬季低温条件下营区低浓度生活污水能够得到有效处理,设计、建设了一套以潜流人工湿地为主工艺的组合污水处理系统,对试运行期间各构筑物的进、出水水质进行了检测。
2.
The subsurface-flow constructed wetland with shale/slag was used for advanced treatment of secondary effluent from urban wastewater treatment plants.
采用页岩/钢渣强化潜流人工湿地深度净化城市污水厂二级处理出水,结果表明,在平均水力负荷为0。
3.
Based on the characteristics of rural domestic sewage,a combined system of enhanced septic tanks and subsurface-flow constructed wetland was developed.
针对农村生活污水的特点,研究开发了加强型化粪池/潜流人工湿地系统,该工艺对COD、BOD5、SS、NH4+-N、TN和TP的平均去除率分别达到了94%、96%、95%、79。
补充资料:赤道潜流
赤道潜流
equatorial undercurrent 
    赤道附近海域次表层中的海流。处于赤道流之下,中层水之上。与表层南北赤道流的流向相反,自西向东流动,流速较表层的赤道流大。所在的次表层是一个温跃层。1952年首次由T.克伦威尔在太平洋发现,命名为克伦威尔海流。以后在大西洋和印度洋都发现了这种潜流。
   就太平洋而言,赤道附近海域从海面至深度为50~100米的表层,是温度均匀的暖水层,其下至深度约300米处为温跃层,即赤道潜流所在的次表层。赤道潜流的厚度约200米,流幅(宽度)约300千米,约介于南纬2°至北纬2°之间 ;流轴大致与温跃层一致,最大流速达1.5米/秒,流量约为4.0×1073/秒,流长约为1.4万千米,几乎横跨了太平洋。大西洋赤道潜流与此相近。印度洋面主要受季风控制,在赤道处的风主要是经向的,随季节更替而改变方向。故每年11月~次年的3月吹北风,5~9月吹南风,都不能产生赤道潜流;只有在3~4月才有印度洋的赤道潜流。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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