三峡水电工程库区及其上游水环境中放射性核素浓度的频数分布和转移特点

本文就三峡水电工程库区及其上游水环境中存在的天然放射性核素及长寿命的裂变核素~(137)Cs进行了统计学处理。对于样品数目较多的河底泥和河水,主要放射性核素浓度的频数分布,用各种分布函数进行了拟合,获得频数分布的规律,并由这些频数分布函数求得各种核素的平均浓度。其它环境介质     

盐城湿地建设项目对越冬水鸟生境的累积生态影响评价研究

选择盐城湿地的建设项目为研究对象.选取丹顶鹤、雁鸭类和鸻鹬类作为盐城湿地越冬水鸟的代表性物种,选取生境景观类型、土地占用以及人为干扰作为影响因子,利用ArcGIS分别做出三个影响因子对于越冬水鸟生境影响分布图,采用图形叠置法对各因子生境影响进行叠加.据此,以越冬水鸟适宜生境面积的变化来反映建设项目对于越冬水鸟的累积生态影响.并且提出设立鸟类监测救护站和栖息地补偿等生态措施来减少建设项目的影响.     

臭氧-活性炭工艺在炼化循环排污水处理中的应用＊

针对炼化企业循环排污水中有机污染物浓度不能满足脱盐处理工艺进水水质要求的问题,开展了臭氧氧化-活性炭吸附工艺去除循环排污水中有机污染物的研究。通过对两种处理工艺进行不同组合的实验结果得知:当反应时间控制在最佳值,臭氧氧化和活性炭吸附单独处理循环排污水时,COD去除率分别约为27%和20%,处理效率偏低;当两种工艺组合后,在臭氧浓度为12 mg/L、氧化时间20 min、吸附时间为10 min时,COD去除率则达到52%,组合工艺协同作用效果明显。     

钢渣过滤工艺处理印染废水实验研究

钢渣具有多孔、吸附能力强的特点,可以将其作为填料设计成钢渣过滤反应器放到生化处理之后.研究结果表明,实验水样采用水解酸化-生物接触氧化-钢渣过滤工艺,可使印染废水出水达到国家《纺织染整工业水污染物排放标准》(GB4287-92)Ⅱ级标准.     

微气泡曝气O3／H2O2处理RO浓水的效能及影响因素

采用O3／H2O2高级氧化工艺处理炼油厂反渗透（RO）浓水,用溶气泵加压溶气并产生微气泡强化传质,确定装置运行条件,考察气体中臭氧浓度、O3／H2O2初始摩尔比、pH和温度对O3／H2O2处理RO浓水效果的影响,并对RO浓水处理效能进行研究。结果表明,随着气体中臭氧浓度的增加,COD的去除率基本呈线性增加;加入适当量H,0,能提高臭氧氧化RO浓水的效果,O3／H2O2初始摩尔比在0～0．8范围内,COD的去除率先增加后下降,O3／H2O2初始摩尔比为O．5时COD去除率最大;pH从6．84增加到9．01,COD去除率逐渐增大,pH为10．03时COD去除率反而降低;在14～28℃范围内,温度低时,升高温度COD去除率增加较大,温度较高时,升高温度对COD去除率的影响较小。为考察该工艺的稳定性,在H：0：／0,初始摩尔比为O．5、溶液pH为8～9、臭氧浓度为80～100mg／L、温度为10-28℃条件下,对COD为90～140mg／L的RO浓水氧化处理4～10h,出水COD维持在39．9～49．9mg／L,达到《城镇污水处理厂污染物排放标准（GB18918—2002）》中的一级A标准;去除1gCOD消耗031．4～3．3g,消耗0,与H,02的总氧量为2．2～4．4g。     

石油化工区光化学烟雾模拟模式研究

本工作以上海金山石油化工区为对象,探讨和建立了描述该地区光化学烟雾污染的大气质量模拟模式(简称SJMM),并与1980年10月29日实测数据进行了比较和分析。所用化学模式与国外烟雾箱数据及模式数据进行了对比。结果表明SJMM模式基本上能描述该地区的O_3、NO、NO_2的浓度分布和日变化情况。并利用模式预断了该地区出现光化学烟雾污染的可能性。     

自动进样气相色谱法测定气体中的非甲烷烃

用泰德拉气体采样袋采样,自动进样气相色谱法测定气体中的非甲烷烃含量。甲烷、总烃的线性范围分别为0～2439,0—2066mg／m^3。进样量为1mL时,检出限为0．02mg／m^3（信噪比为3）。对3种不同浓度甲烷与丙烷混合标准气进行测定,重复性相对标准偏差为0．4％-1．0％。对4种不同性质的试样进行加标回收实验,加标回收率为96．7％-102．0％。5名实验人员分别用自动进样法及手动进样法分析4种不同性质的试样,自动进样法的重现性相对标准偏差为1．2％～1．8％,优于手动进样法的6．5％～8．3％。该法可一次连续测定21个试样,精密度高、重现性好、分析效率高。     

Influence of laneway support spacing on methane/air explosion shock wave

A laneway support system provides an available way to solve problems related to ground movements in underground coal mines, but also poses another potential hazard. Once a methane/air explosion occurs in a laneway, inappropriate design parameters of the support system, especially the support spacing, likely have a negative influence on explosion disaster effects. The commercial software package AutoReaGas, a computational fluid dynamics code suitable for gas explosions, was used to carry out the numerical investigation for the methane/air explosion and blast process in a straight laneway with different support spacing. The validity of the numerical method was verified by the methane/air explosion experiment in a steel tube. Laneway supports can promote the development of turbulence and explosion, and also inhibit the propagation of flame and shock wave. For the design parameters in actual laneway projects, the fluid dynamic drag due to the laneway support plays a predominant role in a methane/air explosion. There is an uneven distribution of the peak overpressure on the same cross section in the laneway, and the largest overpressure is near the laneway walls. Different support spacing can cause obvious differences for the distributions of the shock wave overpressure and impulse. Under comparable conditions, the greater destructive effects of explosion shock wave are seen for the laneway support system with larger spacing. The results presented in this work provide a theoretical basis for the optimized design of the support system in coal laneways and the related safety assessments.     

Enhanced deodorization and sludge reduction in situ by a humus soil cooperated anaerobic/anoxic/oxic (A2O) wastewater treatment system

Simultaneous sludge reduction and malodor abatement in humus soil cooperated an anaerobic/anoxic/oxic (A2O) wastewater treatment were investigated in this study. The HSR-A2O was composed of a humus soil reactor (HSR) and a conventional A2O (designated as C-A2O).The results showed that adding HSR did not deteriorate the chemical oxygen demand (COD) removal, while total phosphorus (TP) removal efficiency in HSR-A2O was improved by 18 % in comparison with that in the C-A2O. Both processes had good performance on total nitrogen (TN) removal, and there was no significant difference between them (76.8 and 77.1 %, respectively). However, NH₄ ⁺–N and NO₃ ^?–N were reduced to 0.3 and 6.7 mg/L in HSR-A2O compared to 1.5 and 4.5 mg/L. Moreover, adding HSR induced the sludge reduction, and the sludge production rate was lower than that in the C-A2O. The observed sludge yield was estimated to be 0.32 kg MLSS/day in HSR-A2O, which represent a 33.5 % reduction compared to a C-A2O process. Activated sludge underwent humification and produced more humic acid in HSR-A2O, which is beneficial to sludge reduction. Odor abatement was achieved in HSR-A2O, ammonium (NH₃), and sulfuretted hydrogen (H₂S) emission decreased from 1.34 and 1.33 to 0.06 mg/m³, 0.025 mg/m³ in anaerobic area, with the corresponding reduction efficiency of 95.5 and 98.1 %. Microbial community analysis revealed that the relevant microorganism enrichment explained the reduction effect of humus soil on NH₃ and H₂S emission. The whole study demonstrated that humus soil enhanced odor abatement and sludge reduction in situ.     

Spatiotemporal distribution of water environmental capacity—a case study on the western areas of Taihu Lake in Jiangsu Province,China

Currently, the poor water quality in Taihu Lake is a major problem in China, so pollution control in the upstream areas has become a government priority. In Jiangsu Province, pollution emissions around the western areas of Taihu Lake, including Changzhou Municipality and Yixing City, need to be highly restricted, and calculating the water environmental capacity is important if pollution is to be reduced. In this study, 19 control units in these areas were established, and a 0-D mathematical model was used to calculate the water environmental capacity. For three important control units with important cross sections, a 1-D model was established to redress the results. Finally, the total maximum monthly loads of each control unit were obtained using temporal allocation principles. The results suggested that (1) the total pollution control of chemical oxygen demand was 58,894.2 tonnes per annum (t a^?1), with ammonia nitrogen, total nitrogen, and total phosphorus amounting to 3,808, 6,054.6, and 386.6 t a^?1, respectively; (2) water environmental capacity per unit water area in the ambient control units was smaller than that in the middle control units; and (3) the largest water environmental capacity was in June, and the smallest capacity was in December. The study provides important information for local governments, which will enable them to implement pollution control strategies that will improve the water quality in Taihu Lake.