江苏盐城湿地珍禽国家级自然保护区资源开发的阈值管理

通过分析主要保护对象丹顶鹤的越冬需求和资源开发活动对丹顶鹤及其生境的干扰,提出了针对保护区资源开发的阈值管理技术.设置允许适度开发、限制开发和禁止开发3种准入类型;准入区域限定在实验区内,面积应小于保护区总面积的1/10,且不大于实验区面积的1/3;准入时间上,根据丹顶鹤的越冬需求,确定每年9月末至次年2月末为限制利用期,3月初至次年9月末为适度利用期;停止新的滩涂围垦和风力发电项目建设,大力发展生态旅游.     

2株石油降解菌生长和降解石油条件的优化

对2株石油降解菌DH-5和DH-9生长的最适培养基成分以及降解石油的最佳环境条件进行了筛选。结果表明,DH-5的最佳培养基成分为ρ(原油)1 g.L-1、ρ(氮源)400 mg.L-1、ρ(磷源)200 mg.L-1、ρ(酵母浸出液)20 mg.L-1,最有效利用的氨基酸为精氨酸,最适环境条件为pH 7.0、盐度20、温度15～30℃;DH-9的最佳培养基成分为ρ(原油)1 g.L-1、ρ(氮源)400 mg.L-1、ρ(磷源)100 mg.L-1、ρ(酵母浸出液)20 mg.L-1,最有效利用的氨基酸为天冬氨酸,最适环境条件为pH 7.5、盐度20、温度30℃。当ρ(原油)为20 g.L-1时,DH-9的生物量和原油降解率分别是DH-5的2.58倍和2.29倍。研究表明,DH-9对高浓度原油的耐受性明显强于DH-5,而DH-5对低温的适应性优于DH-9,2个菌株对高盐度的适应性均较强。     

西溪湿地底泥质量现状与生态风险初步评价

为了解西溪湿地底泥质量现状,2012年9月采集保护区内不同干扰类型的底泥样本,测试了底泥中重金属和POPs中PCBs、OCPs和PAHs的含量,并对湿地底泥污染进行了生态风险初步评价。结果表明,底泥中未检出PCBs和OCPs,但检测出14种EPA优控PAHs,总PAHs的浓度范围为115.9～217.8 ng·g^-1,低于潜在生态风险的效应区间低值ERL,其中列入中国＂水中优先控制污染黑名单＂的7种PAHs均有检出并且其总量占∑PAHs 1/2左右（平均为50.08%）;底泥中8种重金属含量平均值低于《土壤环境质量标准》（GB 15618—1995）的二级标准,但Hg、Zn、Pb、Ni含量在多个位点已超过一级标准;分别采用土壤背景值和国家一级标准为参比值对湿地底泥中重金属进行单因子污染风险指数评价,发现分别有7种和4种元素的污染指数大于1;综合分析不同干扰类型的底泥质量,发现底泥疏浚能有效降低有机质含量、全氮和PAHs含量,但对全磷、重金属含量则无明显效果,封闭水体的干塘措施能显著减少污泥量和有机物含量。研究结果表明,西溪湿地底泥中高环PAHs和重金属污染水平可能对西溪湿地生物具有潜在的生物毒性作用及不利的生态影响效应,其疏浚底泥农用则无生态风险。     

建设项目竣工环保验收监测中常见问题及应对措施

建设项目竣工环保验收监测中常常出现建设同环评和初步设计不相符、变更粉尘产污环节、环评文本遗漏重要敏感点评价、数据异常、工况条件不满足要求等问题,基于此提出了重新报批变更的工程内容,向环保主管部门说明变更情况,对遗漏部分进行补充评价并监测,对异常数据查明原因后科学剔除,以及按照实际工况进行监测等应对措施。     

国内外空间环境模拟试验条件分析

本文对国内外空间环境模拟试验条件进行了分析,介绍了国内外已有的空间环境模拟试验条件和试验设备。以推动空间环境工程试验研究工作的开展。     

Modeling of Fluid Flow and Heat Transfer in a Copper Based Heat Sink Application

With the trend towards increasing the speed of processors in smaller sized of computers, there has been considerable interest in heat sink technologies with higher levels of performance and further miniaturization. This work addresses the fundamental heat transfer augmentation question of how to design a copper-based heat sink, when the overall dimensions of the bottom plate or fan are specified. A three-dimensional finite-volume model has been developed and applied to investigate flow and conjugate heat transfer in the copper-based heat sink. The model was produced with the commercial program FLUENT, which allows this nonlinear, highly turbulent problem to be simulated using the k-ε turbulence model. The theoretical model developed is validated by comparing the model predictions with available experimental data. The thermal performance and temperature distribution for the heat sink were analyzed and a procedure for optimizing the geometrical design parameters based on less space occupation and more efficient heat transfer coefficient is presented. Several design examples with different types of cooling methods and manufacturing processes have been analyzed. The reliability and effectiveness in heat spreading of those has been compared. It has been shown that the copper-based heat sink with louvered fins (case No.3) has an optimum design configuration.     

高原湿地剑湖湖滨带功能作用的定量研究

采用野外采样与室内分析的方法，从水质和底泥两个方面定量研究剑湖湖滨带的功能作用。结果表明，湖滨带在水质净化和拦截泥沙等方面效果显著，特别是对水中总氮与总磷的平均去除率分别高达66．28％和45．73％，其拦截作用表现为：迎水面的泥层厚度是背水面的1．5倍；底泥的各项指标（除pH值），湖滨带背水面均比迎水面高，速效磷和全氮的增加量最为明显，其含量分别是迎水面的3．30和2．61倍，这主要与湖滨植物带大量吸收入湖矿质营养用于自身生长，其残体在背水面沉积有关，从另一角度体现了湖滨带的吸附、净化功能。因此，要重视并保护湖滨带，从而使其功能得到有效发挥。     

绿化带下的生态复合塘污水处理工艺设计

工程旨在探讨生态复合塘作为污水处理工艺,以实现城乡污水处理的多元化与可持续性目标。文章以蓟县毛家峪长寿度假村为例,结合混凝沉淀池、污泥浓缩池、快速渗滤湿地、潜流湿地和表面流湿地等技术,从工艺设计及其关键设计参数出发,在防治系统堵塞、冰冻、油渍及渗漏的基础上,创造性地将人工湿地同绿化带相结合,解决了生态塘占地面积大的问题。工程的预期结果:该技术工艺设计可使出水达到城镇污水处理厂污染物排放标准(GB8978-2002)一类A级水平、农田灌溉和城乡杂用水的用水标准,各类污染物去除率分别为SS(mg/L)87.5%～96.7%,BOD5(mg/L)93.3%,COD(mg/L)61.5%～84.8%,TP(mg/L)50%～91.7%,NH3-N(mg/L)最高达87.5%。该设计实现了污水处理与绿化、节地的有机统一,可根据实际情况在机关、企事业单位和住宅小区推广应用。     

模拟SO_4~(2-)沉降对河口潮汐湿地甲烷排放通量的影响

2008年每月小潮日原位定期向闽江河口鳝鱼滩咸草(Cyperus malaccensis)潮汐湿地试验样地施加25,50,100kgSO42--S/(hm2·a)的硫酸钠溶液,探讨模拟SO42-酸沉降对河口潮汐湿地甲烷排放通量的影响.结果表明,SO42-酸沉降对于河口潮汐湿地甲烷排放通量基本无抑制作用.添加SO42-室内厌氧培养试验结果显示,虽然SO42-输入对湿地土壤CH4产生量具有一定的抑制作用,但相对对照组,下降幅度仅为8.5%~15.4%.室内添加甲烷产生基质的厌氧培养试验结果表明,非竞争性途径甲烷产生基质(甲醇和三甲胺)的添加可刺激并增加土壤的甲烷产生量,解释了原位施加SO42-对于河口潮汐湿地甲烷排放通量的基本无抑制作用的试验结果.     

Modeling the effects of constructed wetland on nonpoint source pollution control and reservoir water quality improvement

This article describes the integrated modeling approach for planning the size and the operation of constructed wetlands for maximizing retention of nonpoint source pollutant loads and reservoir water-quality improvement at a catchment scale.The experimental field-scale wetland systems (four sets,0.88 ha each) have been in operation since 2002,where water depth was maintained at 30–50 cm and hydraulic loading rate was at 6.3–18.8 cm/day.The wetland system was found to be adequate for treating polluted stream water with stable removal efficiency even during the winter.The integrated modeling system (modified-BASINS) was applied to the Seokmoon estuarine reservoir watershed and calibrated with monitoring data from constructed wetland,stream,and reservoir.The calibrated integrated modeling system estimated that constructing wetlands on 0.5% (about 114 ha) of the watershed area at the mouth of reservoir could reduce 11.61% and 13.49% of total external nitrogen and phosphorus loads,respectively.It also might improve the nitrogen and phosphorus concentration of the reservoir by 9.69% and 16.48%,respectively.The study suggested that about 0.1%–1.0% of the watershed area should be allocated for constructed wetland to meet specified water-quality standards for the estuarine reservoir at the polder area where land use planning is relatively less complicated.