南海浮游植物对沙尘和灰霾添加的响应

通过2016年5月~6月在南海3个站位开展的船基围隔培养实验,研究了沙尘和灰霾添加对南海浮游植物生长和群落结构变化的影响.结果发现,沙尘和灰霾添加由于提供了N、P等营养盐,整体上促进了浮游植物的生长,且促进程度与添加量密切相关.通过定量计算营养盐指数和叶绿素a累积浓度,发现培养期间叶绿素a累积浓度与沙尘添加浓度呈显著正相关关系（R²=0.87,P<0.01）;低浓度灰霾添加的作用与沙尘添加类似（R²=0.91,P<0.01）,但当灰霾浓度增大时,叶绿素a累积浓度的增加受到一定程度的抑制,这可能与灰霾中含有较高含量的毒性物质有关.各粒级浮游植物叶绿素a浓度的变化表明,沙尘和低浓度灰霾添加使浮游植物优势种群由超微型向小型和微型转变;在高浓度灰霾添加组,由于营养盐与毒性物质的综合作用,浮游植物粒级结构变化不明显.超微型浮游植物细胞丰度测定结果表明,沙尘对聚球藻、原绿球藻和超微型真核浮游植物均表现出促进作用,高浓度灰霾添加能够抑制聚球藻和超微型真核浮游植物的生长.     

Cumulative impact assessment in environmental planning: A coastal wetland watershed example

Several theoretical, analytical, and institutional difficulties have impeded the development and application of the assessment of cumulative environmental impacts. Watershed development on coastal wetlands offers an ideal context for evaluating the land disturbance target approach to cumulative impact assessment. A model land use planning system involving a time series approach was developed for Elkhorn Slough in California. The approach included four major components: evaluation of erosion susceptibility, measurement of land disturbance, establishment of a land disturbance target, and a comparison of existing and target land disturbance values. Further research is needed to test the transferability of the approach in a wide range of coastal watersheds and to verify the applicability of the methods to other cumulative impact problems.     

奎屯市区城市废水排污系统网络化的探讨

根据奎屯市区城市废水的排放量大、排污口多、污染物浓度高以及排污下水管道污水处理设施的建成现状等特点，提出了以污水处理厂为治理中心，市区排污管道网络化的改造设想、存在问题及对策。     

Seasonal characteristics of haze observed by continuous visibility monitoring in the urban atmosphere of Kwangju, Korea

Continuous visibility monitoring has been carried out inKwangju, Korea since May 1999. The total light extinctioncoefficient b _ext measured by a transmissometer andreveals seasonal trends in urban visual air quality,especially under hazy conditions with a visual range of lessthan 15 km. Seasonal atmospheric visibility under lowrelative humidity during the winter was observed to be betterthan during any other seasons. Summertime visibility wasseverely degraded due to highly increased light scattering byhygroscopic particles under high humidity atmosphericconditions. Visibility during spring and fall was alsomoderate. However, yellow sand in spring caused the lowestvisibility conditions over the measurement area for a fewdays. With continuous monitoring using the transmissometer,the daily average seasonal visual range was measured to be13.1, 9.2, 11.0, and 13.9 km in spring, summer, falland winter, respectively. Under the atmospheric humiditycondition less than 60%, visual range was observed tobe 16.1, 13.9, 15.1, and 16.6 km in spring, summer,fall, and winter, respectively. The mean light extinctionbudget by sulfate and nitrate aerosols was determined to bethe highest value of 63.71% during the summer and thelowest value of 27.08% during spring. During the `yellow sand dust' period, a mean light extinction budget by soil particles was estimated to be at an unusually high value of 44.22%.     

中国北方干旱地区沙尘矿物特征研究

为了开展对我国沙暴传输规律的研究,了解我国北方干旱地区沙尘矿物特征有重要意义。本文对我国新疆塔克拉玛干沙漠区,内蒙腾格里沙漠区,贺兰山及银川等处的沙尘样品用X射线粉末衍射法进行矿物分析鉴定,并用原子吸收法作了特征元素的分析对比,根据矿物的X射线粉末衍射结果,结合元素分析,对沙漠源区及其以东地区沙尘矿物特征作了比较,判析了两个源区的矿物组成,讨论了它们的传输过程。     

城市高架道路建设对机动车尾气污染的影响分析

通过现场观测和对比，分析了城市一般道路上和城市高架道路下机动车排放污染物浓度差异的原因，分析结果表明，扩散条件对城市机动车尾气污染有着重要影响，例举日本对城市高架道路建设的有关规定，提出应重视城市高架道路建设的环境预评估等。     

云南小水泥粉尘污染及治理探讨

进入九十年代后，由于盲目上马，布局失控，云南省小水泥迅速发展。落后的工艺技术和管理使水泥粉尘排放量剧增，对大气造成了严重污染。应积极推进小水泥结构调整，加强管理，综合治理，才能减少粉尘排放量，改善大气环境质量     

湿式脱硫除尘技术在开发应用中的几点看法

当前,随着经济的快速发展,全国燃煤量不断增加,二氧化硫、烟尘超标排放已导致严重的环境污染问题.二氧化硫、烟尘排放量的控制,可采用选用清洁煤,改变燃烧技术及末尾脱硫除尘技术.比较而言,烟气除尘脱硫技术是一种技术成熟较为经济的应用技术.其中湿式脱硫除尘技术已得到广泛推广与应用,但该技术中仍存在不能消除黑烟、二氧化硫脱除不稳定因素多、设备腐蚀问题.本文通过对实际测试结果分析及脱硫效率影响因素的分析,提出了相应的看法与建议.     

渣油－水乳化液作为路面抑尘剂的研究

为了有效抑制汽车运输路面的扬尘，选择低浓度渣油－水乳化液作为抑尘剂，通过在实验室大量的试验，掌握了一组渣油乳化的最佳配方及其制备工艺，即渣油３％－６％，乳化剂约０．５％，水９３．５％－９６．５％，制备温度＞７０℃．经过室内和现场大规模试验表明，当路面喷洒量达到２．２ｋｇ／ｍ２时，其有效抑生时间达到１０ｄ以上，并且在一定程度起到养路的作用，长期使用可取得显著的综合经济效益．     

粉煤灰/工业污泥烧结陶粒的制备与应用

以粉煤灰和工业污水处理站的剩余污泥为主要原材料，采用烧结法研制复合陶粒。分析了不同配方和不同烧结温度对陶粒性能的影响，以陶粒吸水率．容重为评价指标确定最佳配比和最佳烧结温度。提出用陶粒铺设景观水底，治理城市水体．并对其进行了可行性分析。粉煤灰／污泥陶粒的容重为0．79～0．9g／cm^3，吸水率为68．95％-80．01％。陶粒对水中氨氮和总磷吸附容量分别为0．03～0．05mg／g和0．01-0.02mg／g。