Emissions of gaseous and particulate pollutants in a port and harbour region in India

Ports can generate large quantity of pollutants in the atmosphere due to various activities like loading and unloading,transportation, and construction operations. Determination of the character and quantity of emissions from individual sources is an essential step in any project to control and minimize the emissions.In this study a detailed emission inventory of total suspendedparticulate matter (TSP), particulate matter less than 10 m(PM₁₀), sulfur dioxide (SO₂) and nitrogen oxides (NO_x) for a port and harbour project near Mumbai is compiled. Results show that the total annual average contributions of TSP and PM₁₀ from all the port activitieswere 872 and 221 t yr^-1, respectively. Annual average emissions of gaseous pollutants SO₂ and NO_xwere 56 and 397 t yr^-1, respectively, calculatedby using emission factors for different port activities. The maximum TSP emission (419 t yr ^-1) was from paved roads, while the least (0.4 t yr^-1) was from bulk handling activity. The maximum PM₁₀ emission (123 t yr^-1) was from unpaved roads and minimum (0.2 t yr^-1) from bulk handling operations. Similarly the ratio of TSP and PM₁₀ emission was highest (5.18) from paved roads and least (2.17) from bulk handling operations. Regression relation was derivedfrom existing emission data of TSP and PM₁₀ from variousport activities. Good correlation was observed between TSP andPM₁₀ having regression coefficient >0.8.     

Optimization of C/N ratio for preparation of protein-rich and multi-enzymes feed thallus through synergic fermentation of mixed distillers'grains

A new procedure of determining optimal C/N (the rate of carbon source to nitrogen source) of mixed distillers' grains for combined bacteria synergic fermentation is established. At the same time an improved method evaluating bacteria growth, called method of dry cell weighing by filtering is developed. For each combination of C and N , their initial and residual contents before and after fermentation respectively are determined. Then followed the calculation of utilization of C and N sources by the compound bacteria. The optimal C/N is finally located from among the utilization of C and N of several combinations and the weight of produced mass of oven-dried thallus The conditions of fermentation are: inoculum size 10%, temperature 30.0℃, rotational speed 170 r/min, shake culture time 48h. The best results obtained from orthogonal experiments are: maximum mass of oven dried thallus is 14.693g in a liter liquid medium, maximum utilization rate of carbon source is 98.13% and maximum utilization rate of nitrogen is 78.14%. Optimal C/N is 5.1.     

Numerical modeling of radionuclide migration in porous media with nonequilibrium sorption

Ｎｕｍｅｒｉｃａｌｍｏｄｅｌｉｎｇｏｆｒａｄｉｏｎｕｃｌｉｄｅｍｉｇｒａｔｉｏｎｉｎｐｏｒｏｕｓｍｅｄｉａｗｉｔｈｎｏｎｅｑｕｉｌｉｂｒｉｕｍｓｏｒｐｔｉｏｎ￥ＣｈｅｎＪｉａｊｕｎ；ＤａｉＪｉｅ（ＤｅｐａｒｔｍｅｎｔｏｆＥｎｖｉｒｏｎｍｅｎｔａｌＥｎ...     

滇池细菌总数与有机碳、氮、磷的调查研究

通过对滇池水体一年多的定点采样工作,重点调查研究了草海、外海表层水中细菌数量及有机营养盐碳、氮、磷的季节变化规律,分析探讨了细菌总数与环境条件和有机营养盐之间的某些关系.对滇池富营养治理提出了一些建议,并提出利用微生物学的方法参与这一研究.     

NH3-N在大连湾的水环境行为模拟研究

应用三维水质模型对大连湾中的主要污染物NH3-N的行为进行了模拟,对NH3-N浓度的时空变化规律以及其影响因素进行了研究,选择主要的模型参数进行了灵敏度分析。由空间分布的模拟结果可知,在大连湾,NH3-N浓度主要集中在排污口附近区域,灵敏度分析显示,在排污口区水体的扩散能力对NH3-N浓度的影响较大。由季节变化模拟结果可知,在湾顶部的排污口区NH3-N浓度显示明显的季节变化趋势。在湾中部和朝海边界的湾口区NH3-N浓度较低,变化平缓。模拟结果可以为大连湾的污染控制、水质规划和管理提供科学依据。     

模拟在役井注减氧空气对1Cr-L80井筒管材防腐研究

目的在充分调研陆上及渤海周边相似油气田注气开发井筒腐蚀情况的基础上,明确注减氧空气开发井对井筒全寿命周期管材腐蚀速率大小。方法系统性开展注气井不同含氧量条件下的动态腐蚀实验研究,并对生产井动态腐蚀进行评价,深入分析减氧空气对油井管腐蚀行为,分类分层次分析归纳注减氧空气工况管柱腐蚀特性、腐蚀速率影响因素以及管柱腐蚀风险。结果得出在注气井井口、井中、井底工况,不同氧气浓度下,1Cr-L80管材在注气井井口、井中、井底的腐蚀关系曲线。在含氧量为5%(质量分数)的注气井井口、井中、井底,1Cr-L80的腐蚀速度分别为0.345、0.2147、0.1158mm/a;在含氧量为21%的注气井井口、井中、井底,1Cr-L80的腐蚀速率分别为0.7399、1.2854、2.4506 mm/a。结论1Cr-L80材质腐蚀速率均保持在较高水平,老井直接注入空气会存在高腐蚀风险。     

不同水深条件下芦苇湿地对氮磷的去除研究

研究了两种水深条件(2cm浅水位和15cm深水位)下芦苇湿地对模拟太湖水中氮磷的净化能力。结果表明,芦苇的存在明显地促进湿地脱氮除磷能力的发挥。湿地内反硝化过程为主要脱氮途径。芦苇对湿地反硝化过程的促进作用主要是通过提供有机碳源实现的。在相同进水水质和停留时间为24h的运行条件下,浅水位芦苇湿地与深水位芦苇湿地相比对氮磷的去除率更高,但后者对氮磷的去除速度更快。     

骆马湖的氮磷平衡及实施截污工程对水质改善效果的研究

骆马湖“九五”期间的氮磷平衡分析结果表明：氮磷在骆马湖湖体中的滞留量分别为1188.89t/a和193.36t/a。根据骆马湖的水质要求，在骆马湖截污工程完成后，没有新的污染进入水体的前提下，对骆马湖水体通过自然净化恢复到要求状态所需的时间进行了详细的数学推导和科学论证，结果表明，在不考虑底泥营养物质的情况下，只需0.19年左右的时间就能恢复，如果考虑底泥的影响。也只需0.59年左右的时间就能恢复，因此得出结论：对骆马湖实施截污是加速骆马湖水体改善的最佳途径。     

矿井水中天然总α放射性的混凝处理技术研究

本文研究了混凝沉淀工艺处理矿井水中天然总α放射性核素铀、镭的技术和条件,通过选择适当的混凝剂、加药量、pH值等条件可将铀的去除率提高到80％左右,使用铀专用混凝剂MHU则可使铀的去除率达到87％。对于镭的去除不能单纯依靠铀混凝剂MHU,尚需添加镭的吸附助剂MHR,则可使镭的去除率提高到80％以上。该工艺的最大优点在于充分利用了煤矿现存的大量矿井水悬浮物处理设施,大大节省了新建工程的投资费用,而且新增加的药剂费用不足0.1元/t水,可在煤矿推广应用。     

太原市工业区大气中TSP浓度及元素成分分析

采用校正空白称量法对太原市工业区大气中ＴＳＰ浓度进行了测定分析，对该区大气ＴＳＰ浓度随时间变化的规律，超标情况及污染特征进行了研究，同时测定了ＴＳＰ中Ｃｒ、Ｐｂ等１２种元素的含量。