固定化高效降解菌处理PTA废水的研究

研究了聚乙烯醇(PVA)加少量海藻酸钠及SiO2、CaCO3的方法固定高效菌处理PTA污水.结果表明,采用质量分数分别为PVA 10%、海藻酸钠0.3%、特种菌种10%、SiO2 3%、CaCO30.3%,用饱和硼酸溶液(pH为4.0)作为交联剂,制得的颗粒处理PTA废水时,废水COD负荷为2.91kg/m3·d时,CODcr、TOC、TA去除率均为85%以上;废水COD负荷为12.2kg/m3j·时,CODcr去除率仍为50%以上、TOC去除率为60%以上,当pTA废水pH从55降至35时,CODcr、TOC、TA去除率仍在86%以上.     

The fate of nitrogen in a moderately alkaline and calcareous soil amended with biosolids and urea

The determination of nitrogen (N) based loading rates for land application of biosolids is challenging and site specific. Over loading may contribute to environmental, agricultural, or human health problems. The objective of this study was to monitor N mineralization and losses in a moderately alkaline and calcareous desert soil amended with either anaerobically digested (AN) or lime-stabilized (LS) biosolids, and irrigated with and without urea enriched water. For Experiment 1, N inputs, leaching and residuals in soil were evaluated in an open soil column system. For Experiment 2, ammonia (NH₃) emissions were evaluated in a closed soil column system. In Experiment 1, AN and LS biosolids increased soil ON (organic N) by three and two fold, respectively. Respective net N mineralization of ON from biosolids alone was 90% and 62% without urea, and 71% and 77%, respectively with added urea. Nitrogen leaching losses and residuals in amended soil did not account for all N inputs into the soil/biosolids system. In Experiment 2, NH₃ emissions were not significantly different among treated soils with or without added urea, except LS amended soil receiving urea. Ammonia losses did not account for unaccounted N in Experiment 1. We concluded that deep placement and rapid mineralization of AN biosolids promoted anaerobic soil conditions and denitrification, in addition to the high denitrification potential of desert soil. LS biosolids showed greater potential than AN biosolids for safe and beneficial land application to desert soils regardless of biosolids placement and the inclusion of N rich irrigation water.     

虎耳草和麦冬对生活污水的净化效果研究

分别用虎耳草和麦冬2种陆生植物进行构建小型污水净化系统,与无植物对照组进行对比,研究其在冬季气温条件下,对生活污水的净化效果.实验结果表明,经过27 d的试验,虎耳草和麦冬长势良好,生活污水水质得到明显改善.虎耳草组和麦冬组对试验水体COD的去除率为86.00%和81.91%,TN的去除率为87.38%和82.99%,TP的去除率为88.22%和87.43%,分别较无植物对照组去除率高出3~7、11~15和11~12个百分点.总体来看,虎耳草和麦冬均适用于冬季条件下生活污水的净化,虎耳草净化效果优于麦冬.     

基于循环经济理念的煤炭型老工业基地振兴的研究与分析——华丰煤矿为例

华丰煤矿就其地理位置，资源条件和社会环境而言，发展循环经济有着独特优势。按照发展循环经济的要求，充分合理的开发利用资源是当前落实科学发展观所迫切需要解决的问题，发展循环经济需要市场机制与煤矿系统的双重作用，尤其离不开煤矿系统的推进。     

Impact of Carbon Storage Through Restoration of Drylands on the Global Carbon Cycle

   Using estimates of land suitable for restoration in woodlands, grasslands, and deserts, as well as estimates of the rate at which restoration can proceed, we estimate that carbon storage in these biomes can range up to 0.8 billion tons of carbon per year (Gt C/yr), for a combination of land management strategies. This corresponds to a reduction in atmospheric buildup of 0.5 Gt C/yr, which represents up to 15% of the average annual atmospheric carbon buildup in the next century, 3.5 Gt C/yr, assuming the IPCC 92d scenario. A global strategy for reducing atmospheric carbon dioxide concentration will require the implementation of multiple options. The advantage of carbon storage in restored drylands is that it comes as a side benefit to programs that are also justifiable in terms of land management.     

黑龙江省大豆加工业污染调研及分析

黑龙江省是中国的大豆之乡，在中国大豆生产中起着举足轻重的作用。近年来，大豆加工业迅猛发展，但与此同时产生的废水处理问题也不容忽视。本文通过实地调研和现状分析，指出目前大豆加工企业废水处理共有问题，并提出相应的对策和措施，为中国大豆加工业污水处理提供基础和借鉴。     

有机高分子絮凝剂AUF的研制及其除油效果测定

以尿素、甲醛为原料合成脲醛树脂，加入环氧氯丙烷对树脂进行改性，再加入三乙铵进行季胺化，得到改性脲醛树脂季铵盐絮凝剂AUF。在WEMCO浮选机上考察AUF的除油性能及最佳合成条件。结果表明：AUF投药量为10mg／L时，出水中油浓度达到国家排放标准；当甲醛、尿素、环氧氯丙烷三者的摩尔比为2：1：0.5，季铵化温度为80～110C，反应时间为4～5h时，得到的絮凝剂AUF除油效果最好。     

秦皇岛市海港区污水排放系统现状分析

本文从秦皇岛海港区污水排放系统现状分析入手,指出了污水排放系统中存在的问题,并提出了污水排放系统发展的建设。     

OPTIMUM ALTERNATIVES FOR CONTROLLING COMBINED SEWAGE OVERFLOWS - A CASE STUDY1

ABSTRACT: Frequent high quantity overflows of combined sewage entering the Mississippi River near the city of Red Wing, Minnesota, have degraded water quality and caused concern among federal and state environmental agencies. The city of Red Wing was required to conduct a comprehensive waste control study, as part of the sewer system Construction Grant (Section 201 of PL 92–500), to identify alternative waste control and treatment measures and to recommend the optimum combination of alternatives in terms of both cost and waste control effectiveness. The study involved these basic steps: determination of present and future (year 2020) sanitary flow rates and volumes, storm runoff discharges, frequencies and volumes, and combined sewage bypass volumes; identification of alternative waste control measures; elimination of unfeasible alternatives; detailed analysis of the hydrologic, economic, and waste control feasibility of the promising alternatives; selection of the optimum combination of alternative waste control measures to satisfy the study objectives, and determination of construction priorities for the optimum control measures. Because of an uncertain budget and undetermined conditions of state and federal assistance, the city has not yet selected the optimum waste control measure for its needs. When the decisionmaking process between representatives of the city and the state commences, the optimum combination of waste control alternatives can be easily identified using the results of this study.     

DECISION PARAMETERS FOR COMBINED USE OF EFFLUENT DISCHARGES,SURFACE FLOWS,AND GROUND WATER1

ABSTRACT: Decision parameters affecting combined use of effluent discharges and surface flows and ground water available at Gillespie Dam on the Gila River in Arizona are identified and analyzed. Hydrologic, economic, legal, and institutional parameters are considered separately and in combination. The interrelationships of irrigation subsystems, water use functions, institutional involvement, economic and legal constraints are illustrated. Recent hydrologic studies indicate that the natural flow of the Gila River will increase with the discharge of Phoenix sewage effluent and then there will be a drastic decline when the Palo Verde Nuclear Generating Station commences in 1985. Competition for any increases in effluent discharges and surface flows could be ameliorated through the combined efforts of existing or reorganized entities resulting in sharing of costs and benefits. The analysis leads to recommendations concerning joint use of facilities, proration of fixed and variable costs, and creation of a mutual water company.