参窝水库水体自净能力及水质变化规律研究

根据参窝水库近几年的水质监测资料，对参窝水库的水体自净能力及水质变化规律进行了较深入的研究、计算出主要污染物在参窝水库的自净率，分析了参窝水库水质变化规律，为参窝水库的水污染防治提供了科学的依据。     

河流线型对河流自净能力的影响

为研究河流线型对河流自净能力的影响,选取5条具有不同河流线型的河涌进行研究,以弯曲度和分形维数表征河流线型,以TP、NH 3-N、NO 2-N、NO 3-N、COD Cr、TOC、DOC、叶绿素(Chlorophyll)和蓝绿藻藻蓝蛋白(BGA-PC)等9项水质指标沿程削减率表征河流自净能力,并分析各研究河段的悬浮微生物生物量和生物活性,探讨河流线型影响河流自净能力的作用机制。结果表明:多项水质指标沿程削减率随河流线型蜿蜒程度的增加而提升。在直立式浆砌石挡墙河段,河流线型通过提高悬浮微生物生物活性,进而增强河流自净能力,使TP、NH 3-N、NO 3-N、DOC、Chlorophyll和BGA-PC的沿程削减率显著提升;而在格宾石笼挡墙河段,河流线型通过增加悬浮生物生物量和提高生物活性,进而增强河流自净能力,使NO 2-N、COD Cr、TOC和DOC的沿程削减率显著提高。     

Analysis of pollution status of River Illo,Ota, Nigeria

An assessment of the pollution status of River Illo, located within River Owo catchments area in Ota, Ogun State, Nigeria, was carried out. The River’s response to deoxygenation due to BOD loading from an abattoir and its dissolved oxygen (DO) level was predicted using the modified Streeter-Phelps model. The average concentrations of measured parameters at the sampling stations include: 2.24 mg/l of DO, 312.85 mg/l of BOD, 782.86 mg/l of chemical oxygen demand, and 620.76 g/l of total solids. The DO model for River Illo showed a positive correlation between measured and calculated DO, while the dissolved oxygen curve gave a double spoon shape of two major segments with distinct zones of degradation, decomposition, and recovery. The self-purification factor (f) for both segments ranged between 0.8 and 1.1 depicting River Illo as a slow moving or sluggish river. The above results revealed slow reaeration of the water body while full recovery from pollution was difficult. The treatment of River Illo before usage is very essential to ensure public health safety of users from waterborne diseases.     

水质管理容量的计算

在借鉴大气总量控制箱模式的理论基础上，探讨了河流水质管理容量的计算方法和特点，并对河流水质管理容量在水环境保护中的应用进行了论述。     

Pollution and Self-Cleansing of an Urban River in a Developing Country: A Case Study in Dar es Salaam, Tanzania

Pollution and self-purification trends of an urban river namely, Msimbazi River, in Dar es Salaam City, Tanzania, were investigated. Site investigations and water quality analyses were done. The river is polluted in terms of high organic and nutrient concentrations, low dissolved oxygen, and high counts of indicator organisms. Biochemical oxygen demand (BOD₅) concentrations were 27– 340 mg/L. Dissolved oxygen was found to be as low as 0.9 mg O₂/L. Bacteriological pollution increased with distance downstream of the river, a trend attributable to an increase in the catchment of pollution sources, which are on-site sanitation systems. Although the river has an appreciable self-purification capacity, the capacity is strained by persistent pollution overloads. The pollution plight of the river is attributable to its being flanked by expanding human habitats and vibrant industrial, institutional, and socio-economic activities. Provision for pretreatment of discharges into the river is put forward as a remedial measure for the observed pollution. Matching nontechnical and techno-social remedial measures are also recommended. These include sensitization of polluters on merits of environmental protection practices such as cleaner production and strict enforcement of environmental protection laws.     

运行方式对人工快渗系统水质净化效果的影响

以天然砂作为主要渗滤介质,建立污水处理人工快速渗滤系统(CRI).分别以洗浴污水、生活污水和受污染河水作为研究对象,在相同的水力负荷条件下,用两种不同的运行方式(定期投配一定量的污水、淹水和落干交替运行)对不同水质的污染物去除效果进行了对比研究.结果表明,通过缩短淹水周期,加大系统淹水和落干的频率,可以明显改善CRI系统的污染物去除效果.     

浅议污水处理厂的节能

系统地介绍并分析了污水处理厂流程中各个处理构筑的能耗情况,并针对各个构筑物提出有效的节能途径。指出了常用的污水好氧处理能耗过高的突出问题,建议改用能耗低造价低的好氧过滤等处理方法。污水再生利用也是解决污水处理能耗高的途径之一。     

太子河本溪市区段主要排污沟污染物总量控制研究

分析了太子河本溪市区段水污染现状，阐述应通过主要排污沟总量控制解决太子河本溪市区段水质污染问题。     

河流水体中直链烷基苯磺酸钠(LAS)含量水平调查

对盐河中水体直链烷基苯磺酸钠（ＬＡＳ）在水体中的分布状况、自净和迁移转化规律进行了调查研究．结果表明，污水中ＬＡＳ主要迁移到底泥中，底泥中ＬＡＳ同系物在各个时期中含量和波动幅度的顺序是：Ｃ１２＞Ｃ１１＞Ｃ１３＞Ｃ１０．     

Self-purification ability of a resurgence stream

The self-purification ability of a resurgence stream has been investigated by taking samples along the course of a channeled tract made up of a first part in beaten soil (3.3 km) and a second in concrete (7.2 km). The study has been conducted by statistically processing pre-existent data, acquired monthly by analyzing waters at the beginning and at the end of the whole canal for 6 years, from 1995 to 2000 (historic data), and by performing specific experiments (recent data) to evaluate differently the self-purification capacity of the beaten soil section and that in concrete. A significant abatement of concentrations has been observed from historic data for ammonium, phosphates, turbidity, heavy metals and bacteria. From the recent data, all these parameters seem to decrease in the beaten soil tract. Whereas significant further decreases in the concrete tract were observed only for ammonium, phosphates and bacteria. For other parameters, e.g. pH, dissolved oxygen, chlorides, fluorides, sodium, and sulfates, a significant increase was observed from the historic data.