混合加权模式在环境空气质量评价中的应用

应用混合加权地某城区的环境空气质量进行评价,并与均值型和上海医科大学空气质量指数模式相比较,认为用模型比较多个监测点的环境空气质量的优劣比均值型和上海医科大学指数模式均优越。     

镇江市基于BOO模式构建岸边小型水质自动监测系统初探

根据对构建岸边小型水质自动监测系统的前期调研,从项目的具体建设、资金投入、后期运维、运作风险等角度多方面考虑,最终采用BOO模式构建岸边小型水质自动监测系统。通过将项目具体实施与传统方式构建岸边小型水质自动监测系统进行利弊比较,认为在当前国情下以BOO模式构建岸边小型水质自动监测系统利大于弊,对于政府和承包商是双赢的合作方式。     

加权平均法在环境监测数据处理中的应用

运用加权平均法探讨城市的区域环境噪声评价值，提出将各功能区标准按面积进行加权所得的平均值作为评价标准。同时探讨了工业排放的混合废水中污染物浓度均值的计算，提出用各工序的污染物浓度，按废水量进行加权的平均值作为计算结果。     

长三角典型城市公交车道路NO_x排放测试

为了研究长三角典型城市公交车在实际道路的氮氧化物(NO_x)排放特性,采用便携式车载排放测试系统(PEMS),对上海、杭州和苏州3大城市的国Ⅲ、国Ⅳ柴油公交车及LNG公交车共8辆进行实际道路NO_x排放试验。结果表明:在稳态行驶工况下,柴油公交车NO_x稳态每秒排放呈上升趋势,LNG公交车呈波动变化;国Ⅲ柴油公交车NO_x稳态燃料排放呈波动变化,国Ⅳ柴油及LNG公交车呈下降趋势;随比功率增加,柴油公交车NO_x瞬态排放大体呈逐渐增加的趋势,而LNG公交车呈先减少后增大的趋势,公交车NO_x综合单位里程排放因子在5.0 g/km~19.1 g/km之间,排放因子约为5.1 g/(kW·h)~15.8 g/(kW·h)。     

以R22／R152a混合新工质替代R12——氟利昂制冷技术的新工艺

通过对几种主要制冷工质的研究分析，对众多的替代工质进行比较选择，确定了Ｒ２２与Ｒ１５２ａ两种混合物近共沸混合的作为替代Ｒ１２的新工质，并对制冷系统进行了优化设计，通过制冷性能分析比较，能耗分析比较，工艺性比较，维修性比较，成本效益分析比较和新工质配套供应能力分析，用Ｒ２２／Ｒ１５２ａ混合工质替代Ｒ１２对防止大气臭氧层破坏是可行的，节能效果显著，对环境的污染降低到最低水平。     

二维水流泥沙模型在采砂吹填作业环评中的应用

应用基于有限体积法及黎曼近似解的二维水流泥沙模型,在无结构网格上对偏微分方程进行有限体积的积分离散,以苏州港太仓港区庵弄村岸线调整工程为例,预测采砂吹填作业产生的悬砂对长江水体的水环境影响。结果表明,采砂产生的悬砂影响范围较大,但集中在江段中间,对水厂取水口有一定影响。若采取静置等措施,可将吹填作业悬砂产生的水环境影响控制在较小的范围之内。二维泥沙模型对采砂吹填作业施工可能引起水体污染的范围和程度的预测为该类项目环境影响评价的审批提供了科学依据。     

浅论α值对汽车尾气污染排放的影响

针对汽车尾气污染物排放浓度与过量空气系数（α）的关系，通过对实际车辆的测试进行了比较，说明α在0.85-1.05时，汽车运转时不但可达到最佳的动力性、经济性，还可降低尾气排放浓度，减少对大气环境的污染。     

莱芜市颗粒物源解析

通过受体模型对莱芜市大气中总悬浮颗粒物的来源进行了定性识别和定量分析。确定了排放源的种类和排放源的贡献，就可以将有限的资金投入到重点污染源的治理．     

化学絮凝-气浮工艺在处理高浓度CTMP制浆造纸废水中的应用

叙述了化学絮凝--气浮处理高浓度CTMP制浆造纸废水工艺及其二段废水排放.实际运行表明,该工艺处理效率高,出水水质稳定,二段废水进入龙岩市污水处理厂与城市生活污水混合,集中处理后达标排放,取得了较好的社会效益和经济效益.     

《石油炼制工业污染物排放标准》之管见

将《石油炼制工业污染物排放标准》(GB 31570—2015)与石油炼制行业在此之前执行的《大气污染物综合排放标准》(GB16297—1996)等标准进行了比较。指出,《GB 31570—2015》针对不同排放源细化了控制要求,部分指标收严了排放限值,增加了特别排放限值要求,明确扩大了石油炼制工业废水的范围,提出了VOCs的控制要求。分析了其标准在执行中可能出现的问题,提出了实施的建议。     

关于河流纳污混合水质概率稀释模型及其应用研究

本文以淮河干流上游息县和维滨两个城关纳污河段为例，根据扩散理论和概率学理论，尝试建立了河流纳污混合水质浓度概率稀释模型。并研究确定了概率稀释模型在河流污染控制中的应用方法和技术路线。与实测结果比较，概率稀释模型方法计算更具有准确性和科学合理性．对水质评价和规划河流污染治理方案具有重要指导意义，对实现淮河水质返清目标有积极贡献。     

Experimental and Numerical Analysis of CO Concentration Dispersion of Vehicular Exhaust Emissions in Isolated Environment

Numerical and experimental analyses were applied to carbon monoxide (CO) concentration dispersion to monitor air quality in an enclosed residential complex parking area in Tehran. Firstly, the parking area was preliminary assessed through verifying the characteristics of the problem including the geometry and boundary conditions. Then, proportion of vehicular exhaust emissions was estimated and eventually experimental and numerical analyses were performed. In order to perform numerical calculation, a three-dimensional model was created to numerically simulate the enclosed residential complex parking area by FLUENT software that solves flow governing equations with finite volume method. In FLUENT, species model was selected to assess the dispersion of CO in flow domain. In experimental analysis, CO concentration was measured using sampling bags with a volume of 10 l in 4 min at 6 different points. The sample air was drawn into sampling bags by electric pumps. The findings show that the maximum amount of CO concentration is above the permissible standard recommended by the World Health Organization. Pollutant accumulation was significant in confined areas. In the place where openings exist, the level of accumulation was lower than other areas. The findings obtained from numerical simulation are in complete accord with experimental results.     

基于激光雷达分析一次重霾过程混合层高度

为深化对冬季重霾天气大气混合层高度的认识,利用Mie散射激光雷达观测了成都市2014年1月23日至2月4日一次典型重霾天气过程。基于Mie散射激光雷达探测获取的后向散射系数,使用SBH99算法计算了该过程的混合层高度,并系统分析其演变特征及其与气象因子的关系,研究结果表明:将激光雷达探测的混合层高度与探空曲线表征出的混合层高度进行对比分析,结果显示两者具有较好的一致性,相关系数为0.893 4;此次重霾过程中,混合层高度平均值较低,约378 m;霾天气发生后,混合层高度显著下降,并且混合层高度的最大值与最小值之间差距缩小,日变化波动不明显;混合层高度的发展与空气温度的变化趋势呈正相关关系,与相对湿度呈负相关关系。     

RECOVERY: A Contaminated Sediment-Water Interaction Model

This paper describes the U.S. Army Corps of Engineers screening-level water quality model (RECOVERY version 3.0) for assessing long-term impacts of contaminated bottom sediments on surface waters. The model couples contaminant interaction between the water column and the bottom sediment, as well as between contaminated and clean bottom sediments. The analysis is intended primarily for organic contaminants with the assumption that the overlying water column is well mixed vertically. The contaminant is assumed to follow linear, reversible, equilibrium sorption and first-order decay kinetics. The system is physically represented as a well-mixed water column (i.e., zero-dimensional) underlain by a vertically-stratified sediment column (i.e., one-dimensional). The sediment is well-mixed horizontally but segmented vertically into a well-mixed surface (active) layer and deep sediment. The deep sediment is segmented into variably contaminated and clean sediment regions. Processes incorporated in the model are sorption, decay, volatilization, burial, resuspension, settling, bioturbation, and pore-water diffusion. The solution couples contaminant mass balance in the water column and in the mixed sediment layer along with diffusion in the deep sediment layers. The model was verified against laboratory and field data, as well as against an analytical solution for the water and mixed sediment layers. These comparisons indicate that the model can be used as an assessment tool for evaluating remediation alternatives for contaminated bottom sediments.     

Linear alkylbenzene sulfonate (LAS) in water of Lake Dianchi—spatial and seasonal variation, and kinetics of biodegradation

Agroforesty systems, which are recommended as a management option to lower the shallow groundwater level and to reuse saline subsurface drainage waters from the tile-drained croplands in the drainage-impacted areas of Jan Joaquin Valley of California, have resulted in excessive boron buildup in the soil root zone. To assess the efficacy of the long-term impacts of soil boron buildup in agroforesty systems, a mathematical model was developed to simulate non-conservative boron transport. The developed dynamic two-dimensional finite element model simulates water flow and boron transport in saturated–unsaturated soil system, including boron sorption and boron uptake by root-water extraction processes. The simulation of two different observed field data sets by the developed model is satisfactory, with mean absolute error of 1.5 mg/L and relative error of 6.5%. Application of the model to three different soils shows that boron adsorption is higher in silt loam soil than that in sandy loam and clay loam soils. This result agrees with the laboratory experimental observations. The results of the sensitivity analysis indicate that boron uptake by root-water extraction process influences the boron concentration distribution along the root zone. Also, absorption coefficient and maximum adsorptive capacity of a soil for boron are found to be sensitive parameters.     

塔里木河地区胡杨—柽柳混交林的结构与功能

在调查塔里木河地区不同混交模式林分生产力、生物量及其分配状况、林分土壤养分分配状况、混交距离对胡杨生长的影响与不同林分土壤水源涵养能力的基础上,研究不同混交模式的结构与功能关系.结果表明,胡杨—柽柳块状混交林的生产力、生物量及其分配状况均好于胡杨—柽柳带状混交林与胡杨纯林.胡杨—柽柳块状混交林林下枯落物分解速度较快,积累量明显少于胡杨—柽柳带状混交林与胡杨纯林,说明胡杨—柽柳块状混交林具有较好的改良土壤作用,胡杨—柽柳块状混交林的土壤物理、化学性质及其涵养水源功能好于胡杨—柽柳混交林与胡杨纯林.此外,25 a胡杨—柽柳混交林混交距离应大于900 cm;混交方式采用块状混交能起到较好的效果.     

Bioaccumulation of Toxic Organic Compounds and Their Isomers into the Organism of Seals in West-Estonian Archipelago Biosphere Reserve

The Estonian coastal waters serve as the south-eastern boundary of the regular distribution of the grey (Halichoerus grypus and ringed Phoca hispida) seal in the Baltic Sea. During the annual molt period in May–June (in the Estonian coastal waters), the stock size is estimated to be 1200–1500 grey seal individuals – that is, roughly 25% of the whole Baltic population. If we compare the chlororganic contents of seals in different areas the Baltic Sea, we can see that the northern part of the Gulf of Riga and Väinameri Sea is the reference area of the Baltic Sea.     

Identification of Enterococcus faecalis bacteria resistant to heavy metals and antibiotics in surface waters of the Mololoa River in Tepic, Nayarit, Mexico

Heavy metal and antibiotic resistance have been shown to have a strong correlation in nature, and their inter-relation is an important subject of study. We report an analysis of surface waters of the Mololoa River in the municipality of Tepic, state of Nayarit, Mexico. This river has two distinctive sources of contamination: sewage waters and trash confinements. Our findings demonstrate a correlation between the river flow pattern and resistance to heavy metals or to heavy metals and antibiotics in isolated bacteria of the genus Enterococcus, specifically Enterococcus faecalis. The Mololoa River provides a model to study the relationship between water flow and generation of biodiversity, and more importantly, it constitutes a model for studying genetic diversity of bacteria affecting human health.     

New Unstructured Mesh Water Quality Model for Cooling Water Biocide Discharges

A new unstructured mesh coastal water and air quality model has been developed that includes species transport, nonlinear decay, by-product formation, and mass-exchange between sea and atmosphere. The model has been programmed with a graphical user interface and is applicable to coastal seawater, lakes, and rivers. Focused on species conversion and interaction with the atmosphere, the water and air quality model follows a modular approach. It is a compatible module which simulates distributions based on fluid dynamic field data of underlying existing hydrodynamic and atmospheric simulations. Nonlinear and spline approximations of decay and growth kinetics, by-product formation, and joint sea–atmosphere simulation have been embedded. The Windows application software includes functions allowing error analysis concerning mesh and finite volume approximation. In this work, a submerged residual chlorine cooling water discharge and halogenated matter by-product formation has been simulated. An error analysis has been carried out by varying vertical meshing, time-steps and comparing results based on explicit and implicit finite volume approximation. The new model has been named 3D Simulation for Marine and Atmospheric Reactive Transport, in short 3D SMART.     

Ecological quality boundary-setting procedures: the Gulf of Riga case study

Two approaches for setting ecological class boundaries, response curves and a simplified mathematical boundary-setting protocol, were tested for coastal, transitional and open waters in the Gulf of Riga, Baltic Sea. The simplified mathematical boundary-setting protocol defines acceptable ecological status based on expert judgment by a uniform relative deviation from reference conditions. In contrast, response curves derive class boundary definitions from observed changes in biological quality elements along environmental pressure gradients for class boundary definitions. Identification of relevant environmental pressures for the construction of response curves was based on a conceptual model of eutrophication in the Gulf of Riga. Response curves were successfully established for summer chlorophyll a and transparency, as well as for macrozoobenthos abundance in the Central Gulf, macrozoobenthos biotic coefficient in the Southern Gulf, and maximum depth of phytobenthos in the Northern Gulf. In the Gulf of Riga response curves almost always permitted a larger deviation from reference conditions than the 50% deviation applied for the simplified mathematical boundary-setting protocol. The case study clearly demonstrated that class boundary definitions should take into account the sensitivity of the target water body. Also, the class boundaries for different ecological quality elements were internally more consistent than those derived by the simplified mathematical boundary-setting protocol.