京津冀生态涵养区生态规划思路与实施路径研究

生态规划是在调查分析区域内各生态因子的空间分异和承载力,分析人为活动对该区域的影响以及调控方向,为区域资源开发与环境保护提供决策依据,促进区域内自然系统与人类社会和谐发展.科学制定张承地区的生态规划,是建设京津冀生态涵养区的重要支撑.但是目前张家口市生态规划存在专门研究文献非常少、缺乏对微地形的考虑和分析、政府重视程度不够等多个层面的问题.做好张家口市生态规划,要坚持"生态优先、绿色发展"的原则,必须落脚到京津冀协同发展的大政方针,注重京津冀生态系统的整体性特征;必须要紧密结合张家口市当前面临的建成可再生能源示范区、京张联合举办冬奥会等多个发展节点.     

闽南城市区域空气中挥发性有机物的污染特征

采用美国EPA TO-15的方法,研究了2011年3月份闽南城市区域空气中VOCs的含量及其污染特征。结果表明:1)漳州工业区空气的VOCs浓度为200.5μg/m3,污染较为严重;厦门交通干道VOCs浓度为74.0μg/m3,泉州商住区的VOCs浓度77.1μg/m3,污染较轻。2)漳州工业区采样点TOP5占TVOCs的比例最高,达77.3%;厦门交通干道与泉州商住区两采样点的TOP5占TVOCs的比例相近,分别为64.1%和62.0%。在所有的采样点中出现的TOP5组分比较集中,主要包括甲苯、苯、二氯甲烷、异丙醇、乙酸乙酯、1,1-二氯乙烯、萘等。3)机动车尾气的排放、工业溶剂的挥发和废气排放可能是厦漳泉三地大气VOCs的主要排放源。4)厦漳泉的BTEX主要来源于汽车尾气和汽油挥发;其中厦门和泉州BTEX浓度相比较处在较低污染水平,漳州处在中等水平。     

不同材质对催化裂化装置催化剂粉尘粘附性能的试验研究

在三座DN150 mmX1600 mm有机玻璃塔试验装置上,考察了DN15的塑料拉西环、陶瓷拉西环和不锈钢拉西环三种材质填料对催化剂的粘附能力。在催化剂浓度5‰,液相负荷40 L/h,气相负荷80 m3/h的条件下,经过408h的连续运转,结果表明不同材质填料对催化剂的粘附能力均存在饱和状态,粘附在填料上的催化剂不随时间的持续增加而增多。其中,塑料填料对催化剂的粘附能力最强,增重0.125kg;不锈钢填料次之,增重为0.115kg;陶瓷填料最弱,增重为0.055kg。可为相关领域的工业应用提供借鉴和数据支撑。     

解析环境监测中3S技术的应用

伴随现代信息技术的发展,3S技术逐渐运用于生物环境的动态监测中,并发挥了其绝对的运用优势.本案通过对3S技术的特性进行着手分析,系统探究了3S技术在生物环境的动态监测中的具体运用.     

芬顿氧化试验中残余双氧水对CODcr测定的影响研究

在采用Fenton高级氧化技术对垃圾压滤液进行处理时,作为氧化剂的双氧水经常不能完全消耗。而使用重铬酸钾法进行CODcr测定时,待测水体中残余的双氧水会表现出还原性而消耗重铬酸钾,对最终CODcr测定结果产生影响。本文分析了在垃圾压滤液中不同浓度双氧水对CODcr测定的影响大小,得出双氧水浓度对CODcr影响曲线,同时为消除双氧水对CODcr测定结果影响,在试验中投加过量硫酸亚铁与双氧水反应,当投加量达到理论反应量的1.0～1.2倍时,对双氧水去除效果最好,使后续的CODcr测定试验更加准确。     

地下水环境影响评价导则执行过程中遇到的问题及建议

对中国各地区地下水的水质情况进行了调查,分析了地下水环境管理和保护工作中的问题,指出地下水污染防治工作的重要性、迫切性。对《环境影响评价技术导则地下水环境》(HJ 610-2011)的工作等级划分、环境影响识别、环境现状调查、影响评价及污染防治等内容进行了简要介绍,汇总了评价导则执行后,对各类项目进行地下水评价过程中遇到的困难和问题,并在对各种问题进行分析的基础上,提出了有针对性的解决方法和建议。     

论灾害风险研究中的空间尺度耦合

作为人地关系中"地"对"人"负面作用的核心学科——灾害风险学存在着显著的地理空间尺度差异与尺度效应。本文提出灾害风险尺度耦合的概念与类型,从数据、方法和区划三个方面提出灾害风险研究中的空间降尺度和空间升尺度耦合思路,供同行学者参考。     

Preparation and coagulation efficiency of polyaluminium ferric silicate chloride composite coagulant from wastewater of high-purity graphite production

The aim of the present work was to produce a polyaluminium ferric silicate chloride (PAFSiC) coagulant from acidic and alkaline wastewater of purifying graphite by roasting, and subsequently to evaluate coagulation efficiency of the reagent by treating surface water from the Yellow River as well as municipal wastewater in comparison with the conventional coagulant polyaluminium chloride (PAC). The PAFSiC coagulant was prepared by co-polymerization. The effects of (Al+Fe)/Si molar ratio, OH/(Al+Fe) molar ratio (i.e., value), coagulant dosage and pH value of test suspension on the coagulation behavior of FAFSiC and the stability of the PAFSiC were also examined. Results showed that PAFSiC performed more efficiently than PAC in removing turbidity, chemical oxygen demand (COD), and total phosphate (TP). The PAFSiC with a value of 2.0 and (Al+Fe)/Si ratio of 5 (PAFSiC 2.0/5) showed excellent coagulation effect for both turbidity and COD, while PAFSiC 1.0/5 was the best for TP. The optimum coagulation pH range of PAFSiC 2.0/5 was 5.0–9.0, slightly wider than that of PAC (6.0–8.0). The process can be easily incorporated into high-purity graphite production plants, thereby reducing wastewater pollution and producing a valuable coagulant.     

Preliminary report on methane emissions from the Three Gorges Reservoir in the summer drainage period

Considerable variations may exist in CH4 emissions from the Three Gorges Reservoir.     

Biostability in distribution systems in one city in southern China：Characteristics, modeling and control strategy

This study investigated the bacterial regrowth in drinking water distribution systems receiving finished water from an advanced drinking water treatment plant in one city in southem China. Thirteen nodes in two water supply zones with different aged pipelines were selected to monitor water temperature, dissolved oxygen （DO）, chloramine residual, assimilable organic carbon （AOC）, and heterotrophic plate counts （HPC）. Regression and principal component analyses indicated that HPC had a strong correlation with chloramine residual. Based on Chick-Watson＇s Law and the Monod equation, biostability curves under different conditions were developed to achieve the goal of HPC 100 CFU/mL. The biostability curves could interpret the scenario under various AOC concentrations and predict the required chloramine residual concentration under the condition of high AOC level. The simulation was also carded out to predict the scenario with a stricter HPC goal （≤50 CFU/mL） and determine the required chloramine residual. The biological regrowth control strategy was assessed using biostability curve analysis. The results indicated that maintaining high chloramine residual concentration was the most practical way to achieve the goal of HPC ≤ 100 CFU/mL. Biostability curves could be a very useful tool for biostability control in distribution systems. This work could provide some new insights towards biostability control in real distribution systems.