组合骨料型百喜草植生混凝土去除氮磷

以6组90 d龄期的组合骨料型百喜草植生混凝土盆栽为研究对象,用配制溶液静态培养的方法,选择氨氮(NH3-N)、总氮(TN)和总磷(TP)为主要指标,考查沸石与钢渣、沸石与浮石两种组合骨料型的植生混凝土对污染物的去除效果。结果表明,各组NH3-N 1 d、7 d的去除率分别为13.0%~16.9%和45.7%~56.7%,1 d去除率约占7 d的30%。各组TN 1 d、7 d的去除率分别为9.0%~14.1%和25.6%~39.2%,1 d去除率约占7 d的30%。各组TP 1 d、7 d的去除率分别为22.0%~33.3%和57.3%~89.3%,1 d去除率约占7 d的40%。NO3--N、NO2--N含量很低,NO3--N浓度基本在0.50 mg/L以下,NO2--N浓度变化范围在0.10 mg/L以下。综合NH3-N、TN和TP去除效果,沸石与浮石按1:1~1:3混合的百喜草植生混凝土具有良好的脱氮除磷效果。     

水热+厌氧消化对污泥碳、氮、磷溶出的影响

研究了水热预处理和厌氧消化联合作用时温度对污泥中碳、氮、磷溶出的影响。结果表明:水热处理温度越高越有利于污泥中碳氮磷的溶出,当水热温度为200 ℃时,SCODCr的溶出率较原泥提高了5.9倍;氨氮和总氮的溶出率分别提高了7.2和8.7倍;磷酸根和总磷的溶出率分别提高了0.2和6.1倍。厌氧消化后污泥中碳磷浓度下降,而氮浓度上升。厌氧消化后累积产气量与水热温度有关:当温度为160 ℃时,最大累积产甲烷量为12 223 L/mg-CO D C H 4 (以每mg COD的产甲烷量计),较原泥提高了14.5倍。根据试验结果,提出了从水热和厌氧消化污泥中回收氮磷的策略,即水热处理污泥后可在污泥清液中投加镁源进行磷的回收,厌氧消化中溶出的氮可通过加入吸附材料进行吸附回收。在污泥中氮磷资源回收的同时,可通过水热过程提高污泥厌氧过程中累积产甲烷量。     

磷肥钝化修复重金属污染土壤及其环境风险

磷肥广泛应用于农田重金属污染土壤钝化修复,但不同类型磷肥对多种重金属复合污染土壤的修复效果及其环境风险尚不明确。通过室内土壤培养和土柱淋溶模拟实验,研究枸溶性磷肥-钙镁磷肥(CMP)和水溶性磷肥-磷酸二氢钾(MPP)对重金属Pb、Cd、Cu、Zn复合污染土壤的钝化效果以及磷在土壤剖面中的淋溶损失特征。结果表明,CMP和MPP施用量(以P₂O₅计)为8 g·kg⁻¹时,Pb、Cd的钝化率分别为35.05%和71.72%、31.76%和40.99%,而Cu、Zn则出现一定程度的活化(最高达29.62%)。MPP对Pb的钝化效果显著优于CMP,但对Cd而言,2者差异不明显,且磷肥用量的成倍增加并不能显著提升钝化效果。土柱中土壤全磷、有效磷和淋溶液总磷的质量分数均随着深度(20~65 cm)递增而显著下降,且在某一深度上随着施磷量(1~8 g·kg⁻¹)的增加而显著升高。MPP在高用量下造成的磷淋溶风险显著大于CMP。采用磷肥钝化修复复合重金属污染土壤应综合重金属类型、钝化效果以及潜在的磷流失风险,选择适当的磷肥种类和用量。本研究结果可为磷肥钝化修复重金属污染土壤提供参考。     

Effect of nitrogen and phosphorus on the water quality in the Three Gorges Reservoir Area during and after its construction

A survey concerning the concentration of the nutrients in the Three Gorges Reservoir Area was carried out. This paper presents the parameters(NO3^- -N, NO2^- -N, KjeldahI-N, non-ionic ammonia, P-PO4 and TP)determined at 16 sampling sites from 1997 to 1999. The dominant soluble nitrogen form was NO3^- -N followed by KjeldahI-N, NO2^- -N and non-ionic ammonia. Mean values of NO3^- -N, NO2^- -N, Kjeldahl-N and non-ionic ammonia ranged from 0.50 to 2.37 mg/L, 0.022 to 0.084 mg/L, 0.33 to 0.99 mg/L and 0.007 to 0.092 mg/L respectively.Mean values of P-PO4 at most sampling sites were higher than 0.1 mg/L for subject to eutrophication. The major factors influencing the concentrations of N and P might be agricultural runoff, municipal and industrial effluents. In addition, 6 kinds of soil were sampled at the area where would inundated after the dam completed. Two approaches were adopted to simulate the N and P release from the inundated soils. The results showed that the soils would release nitrogen and phosphorus to the overlying water when the soils were inundated. The characteristics of soil affected the equilibrium concentrations of N and P between the soil and the overlying water.     

Assessment on the pollution of nitrogen and phosphorus of Beijing surface water based on GIS system and multivariate statistical approaches

This paper presented the characteristics of nitrogen and phosphorus pollution in Beijing surface water during the survey. A significant difference was found out in concentration distribution of various parameters of nitrogen and phosphorus. Most water bodies in five water systems were polluted by total nitrogen with the content even up to 120 mg/L which was higher than exceeded the fifth class standard of national surface water quality standard GB3838-2002 except for several segments of Chaobaihe and Yongdinghe. Ammonia and phosphorus showed a similar tendency of distribution with higher content in Daqinghe, Beiyunhe and Jiyunhe water systems, but with relatively low concentrations in Chaobaihe and Yongdinghe water systems. Meanwhile, nitrate was found at comparatively low content (mostly less than 10 mg/L) and could fit for corresponding water quality requirements. Totally, the water quality of Daqinghe, Jiyunhe and Beiyunhe river systems as well as the lower reaches of Yongdinghe and Chaobaihe was contaminated seriously with high content of total nitrogen and phosphorus. Through multivariate statistical approaches, it can be concluded that total nitrogen, ammonia and total phosphorus was highly correlated to chemical oxygen demand, biochemical oxygen demand, dissolved oxygen and electrical conductivity,which explained the same pollution source from anthropogenic activities.     

循环式活性污泥法（CASS）的研究进展

循环活性污泥系统(CASS)是一种将变容积活性污泥法和生物选择器原理有机地结合起来，具有同步脱氮除磷的以序批曝气-非曝气方式运行的充放式间歇活性污泥处理工艺。文中主要介绍了循环活性污泥法CASS工艺的发展、应用情况及其工艺特点、经济评价，存在问题，就该工艺在国内的应用提出了展望。     

基于随机森林的南京市PM2.5和O3对减排的响应

自2013年《大气污染防治行动计划》实施后,南京市大气污染有所改善,但仍面临着细颗粒物(PM_2.5)和臭氧(O₃)污染问题.为探究污染物浓度对其前体物减排的响应,获得有效的减排策略,常利用大气化学模式进行多组基于排放扰动的敏感性试验,而这需要消耗大量计算时间和计算资源.应用随机森林算法对2015年大气化学传输模式(GEOS-Chem)模拟结果进行机器学习,高效地预测了南京2019年PM_2.5浓度日均值和日最大8 h臭氧(MDA8 O₃)浓度对不同人为源排放控制情景的响应.随机森林结果表明2019年中国人为排放每减少10%,南京ρ(PM_2.5)季节平均值下降2～4μg·m^-3.当2019年中国人为源减排比例高于20%时,南京ρ(PM_2.5)年均值将低于国家二级限值(35μg·m^-3).若仅对中国地区O₃前体物氮氧化物(NO_x)和挥发性有机污染物(VOCs)同比例减排,反而...     

生态草坪深度处理系统的工程实践--以温州雁荡山朝阳山庄宾馆综合污水处理工程为例

介绍一种新型风景区宾馆综合污水土地处理技术——生态草坪深度处理系统。污水经过处理 ,CODCr去除率 92 %以上、 NH4- N去除率约 90 %、 TP去除率约95 % ,出水各项指标优于中水回用或景观水国家相应标准。该系统建设、运行费用低 ,无须电力、机械设备 ,特别适用于土地资源丰富的中小城镇、农村地区 ,以及郊外的大型学校园区、住宅小区、别墅区、旅游饭店、大型体育场馆、高尔夫球场和公园等 ;是符合我国国情的防治大流域水体富营养化、控制面源污染的深度处理技术之一。     

磷石膏制硫酸钾中试研究

以湿法磷酸副产的磷石膏和工业品氯化钾为原料 ,采用两步法 ,常温常压下 ,在 5 0 0 0t a工业化装置中 ,生产符合国标ZBG2 10 0 6 89农用一级品硫酸钾。整个过程流程较简单 ,能耗低 ,投资省 ,基本无“三废”排放。钾的收率达70 %。工艺条件稳定 ,产品质量稳定。中试结果与小试有较好的重复性 ,放大效果好。