1)  municipal wastewater
纳污河道废水
1.
A composite flocculant(denoted JYF-1),made of polyaluminum chloride (PAC) and polydimethyldiallyammonium chloride(PDMDAAC),was used in jar-tests to simulate the chemically enhanced primary treatment(CEPT) for municipal wastewater.
以城市纳污河道废水为处理对象,聚合氯化铝-二甲基二烯丙基氯化铵(PAC-PDMDAAC,代号JYF-1)复合絮凝剂为处理药剂,在室内模拟化学强化一级处理(CEPT)现场工艺,进行了烧杯絮凝实验,主要考察废水中颗粒物、有机物和氮磷的去除效果,以及pH和表面负荷率(SOR)对絮凝效果的影响,分析了投药前后废水中颗粒物粒径分布和电荷特性的变化,讨论了JYF-1药剂的作用机理及其在CEPT工艺中的应用。
2)  wastewater in urban river
城市纳污河道废水
3)  Loading pollutant
纳污
4)  water environment capacity
纳污能力
1.
Analysis of water environment capacity and total quantity control prediction in Pingyang section of Aojiang River;
鳌江平阳段纳污能力分析及总量控制预测
2.
Combined with the project of Comprehensive Assessment for River Water Quality and Quantity, sampling interval, water quality simulation and prediction, water quality evaluation for different quantities, dynamic water environment capacity evaluation were reviewed.
结合水利部水文局“河流水质水量综合评价方法研究”项目,对水质采样频率确定、水质模拟及预测、分量水质评价、动态纳污能力评价等研究现状进行了综合评述;对研究中采取的方法、技术路线和获得的结论进行了综合介绍;对今后进一步的研究提出建议。
3.
Based on the generalization of river pollution sources, a method and a formula for calculation of water environment capacity are proposed.
在对河段污染源进行概化的基础上提出纳污能力的计算方法及计算公式 。
5)  pollutant-holding water body
纳污水体
1.
It is found that pollution factor in under ground water around pollutant-holding water body is consistent with high content pollutant in surface pollutant-holding water body,that is to say,mainly because of organic pollution,the higher the concentration of pollutant in pollutant-holding water body,the higher the concentration of the same pollutant in underground water.
通过对接纳石油化工废水的水体周围地下潜水的监测,发现纳污水体周围地下水污染因素与地表纳污水体中较高含量污染物一致,即都主要为有机污染,纳污水体中污染物浓度高,则潜水中该污染物浓度相应较高。
6)  ability for pollutant
纳污能力
1.
By calculating the ability for pollutant and studying pollutant total con- trol of Zhongshan proper section of the Qijiang River,the maximum pollutant discharge allowance was determined,and supplied science ba.
通过对岐江河中山城区段污染源排污现状的分析评价、水体纳污能力的计算和排污口污染物控制总量的研究,明确了岐江河城区段的最大允许纳污量,并提出了污染物的总量控制方案和污染物排放削减建议。
2.
By calculating the ability for pollutant and studying pollutant total control of the Yulin proper section of the Nanliujiang river, the maximum pollutant discharge allowance was determined, and supplied science base for water environment quantitative management.
通过对南流江玉林城区河段水体纳污能力的计算和排污口污染物控制总量的研究 ,明确了城区河流的污染物最大允许排放量 ,从而为水环境管理从定性化向定量化转换提供科学的依据 ,并相应提出了治污方案。
参考词条
补充资料:河道洪水演进(见河道洪水演算法)


河道洪水演进(见河道洪水演算法)


neaao non郎hUi河道洪水演进yanJ县n 见河道洪水演算法。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。