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1)  Pollutant-resistance
抗污能力
2)  anti-pollution capacity
抗污染能力
3)  anti-fouling performance
抗污性能
1.
As we know,the defects of the inferior anti-fouling performance,after-polished deformation and serious brittleness universally exists in the large-dimension polished tiles.
较为详细地阐述了大规格抛光陶瓷砖普遍存在的抗污性能差、抛光后变形和脆性大等缺陷产生的原因及其预防措施。
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)  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。
6)  water environmental capacity
纳污能力
1.
Application of S-P generalized model to analysis of water environmental capacity in Linyi water function area;
S-P概化模型在临沂水功能区纳污能力分析中的应用
2.
Study results show that it is feasible in theory and reliable on results to calculate water environmental capacity under unascertained information by unascertained mathematics.
基于河流水文、水质条件等因素的实际变化,并在考虑了参量取值可信度的基础上,运用未确知数学理论对河道型水库闭闸期间滞流水体纳污能力计算问题进行了初步探讨。
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