地下水质量的灰色预测

1.预测因子的选择二水厂地处市区北部,全部为地下水,水质较差,占全市地下水总供水量的11.0%,因多年过量超采由本底值带出和人为污染的主要超标污染物是总硬度、溶解性总团体、硫酸盐、氯化物、硝酸盐氮和挥发酚.超标污染物主要是无机阴阳离子.统计结果表明,总硬度与溶解性总固体有很好的相关     

无锡市地下水环境质量调查与评价

为了解无锡市地下水水质状况,于2010年10—12月对无锡地区145口地下水井进行采样分析。以地理信息系统为技术手段,对不同土地利用类型和地下水类型的水污染物监测结果进行综合评价。结果表明,无锡全市地下水达标率为45.52%,整体水质情况处于"较好"级别;NH3-N、Mn和Fe为无锡市地下水的主要污染物;无锡市农业和建设用地区域地下水的污染程度整体要高于水体和林地区域;承压层的地下水污染较为严重。提出,无锡市管理部门应根据地下水污染现状,对地下水资源进行动态监测(包括水量和水质监测),并采取强有力的保护与治理措施,以实现区域水资源的持续利用。     

新疆克孜勒苏河喀什市段入河污染物估算及特征分析

依据污染源调查资料,采用距离法对克孜勒苏河喀什市段污染物的入河量进行估算。结果表明:污水处理厂排放口是克孜勒苏河喀什市段最主要的污染源,COD、NH3-N、TN、TP的排放量占研究区域总量的61%~83%;其次是豆腐厂总排口,4项指标占研究区域总排放量的17%~37%,也是该河段的主要污染源。两者各指标排放量之和均超过区域总量的98%。不同类型的污染源中,生活源COD、NH3-N、TN、TP的贡献率分别是工业源的2、5、4和1.6倍。     

北京市河流氨氮浓度时空演变特征分析

选取2010—2017年北京市地表水监测数据,对河流氨氮(NH 3-N)浓度的时空演变特征进行分析。结果显示,空间上,全市河流NH 3-N浓度整体上保持上游优于下游的分布特征;年均浓度显著下降,由2010年的8.53 mg/L逐年下降至2017年的3.09 mg/L;河流NH 3-N浓度与化学需氧量、总磷呈显著正相关,与溶解氧显著负相关,总氮与NH 3-N的比值随着水质由差到好呈上升状态。污水收集处理和再生水利用是改善北京市河流水质的关键措施。为持续降低河流NH 3-N浓度,改善首都水环境质量,须提高污水处理能力和出水水质,有机结合再生水回用与生态治水理念。     

我国典型村庄农村环境质量监测与评价

选取典型村庄,基于农村环境质量监测和评价方法,对典型村庄2014年农村环境质量进行监测和评价,结果表明:典型村庄环境空气质量状况总体良好,达标比例为82.0%,超标村庄多分布在中国西北地区;农村饮用水源地水质较差,总体水质达标比例为67.1%,地表水和地下水饮用水源地水质达标比例分别为89.8%和52.6%;农村地表水环境质量欠佳,Ⅰ~Ⅲ类水质断面占72.7%,饮用水水源地和地表水水质各地区均存在超标村庄;部分地区土壤重金属超标问题较为突出,出现监测项目超标情况村庄占20.6%,土壤超标村庄主要集中在中国东北、华中和华南等地区;农村生态质量状况相对较好,"较差"和"差"的县域主要分布在中国西北和华中北部地区。     

浑太河流域水质达标控制方法研究

结合浑太河流域水资源网络节点图,根据污染物来源、种类及其产生机理,针对计算单元水资源供需平衡预测数据、降雨径流值,分点源、非点源进行规划水平年污染物入河量的预测。根据浑太河流域地形特征、入河污染物降解特性,以水功能区水体纳污能力为计算单元污染物排放总量控制条件,给出基于规划水平年入河污染物变动特性的水质达标控制方法。运用该方法进行浑太河流域水质达标控制:2030年,流域总需水7.4亿立方米,缺水深度在1%以下,COD、NH3-N、TP、TN的入河量分别为28.5×104、2.8×104、3.1×104、4.6×104t,对应的入河控制量分别为9.3×104、0.6×104、0.8×104、0.9×104t,经控制后水功能区目标水质达标率100%。证实了该水质达标控制方法有效、可行。     

太湖主要入湖河流排污控制量研究

利用2006—2008年的监测数据对太湖主要入湖河流的水环境状况进行了分析,通过对研究区工业污染源、农业污染源和城镇生活污水排污的分布以及入河情况的调查,对各种污染源的入河量进行了计算,根据确定的水质目标,分别计算出主要入湖河流以及区域水系的水环境容量和排污控制量。结果表明:15条主要入湖河流超标现象显著,近3a来污染程度有所波动,N、P污染最为严重。研究区内污染物入河量较大,未接管的生活源污染物入河量所占比重最大,各类污染物均在50%～60%之间;张家港市的污染物入河量最大,各类污染物所占比重达总入河量的18%～20%。研究区内河网密布,水环境容量分布不均匀,望虞河、直湖港、武进港等7条河流水环境容量较大,张家港市区域水环境容量较大。为保证水质达标,研究区内近期共须削减CODCr66554.38t/a、NH4-N8105.71t/a、TP1324.42t/a;远期共须削减CODCr96719.08t/a、NH4-N11541.45t/a、TP1788.71t/a。     

镇江合流制管网受纳水体现状分析与评价

为了研究镇江合流制管网受纳水体污染状况,对古运河市区段5个主要断面进行监测,在水环境评价预测的基础上,利用单因子评价法,以对水体环境质量影响较大的CODCr、BOD5、TP、NH3-N作为评价因子,以地表水环境质量标准为依据,研究受纳水体污染程度,对地表水环境质量予以分级。结果显示,镇江市古运河监测断面在平水期、丰水期和枯水期水体均为V类,主要污染物为CODCr、BOD5、TP和NH3-N。     

南通市深层地下水中氨氮的影响因素研究

运用相关性分析、因子分析及多元线性回归模型对南通市2020—2021年15个监测井第Ⅲ承压层地下水的监测数据进行分析，研究深层地下水中氨氮的主要影响因素。结果表明，氨氮的主要来源是地下水沉积物中有机质的矿化及一部分工业开采引入的氮污染，地下水的还原性环境是氨氮赋存的主要成因；地下水中As、Fe及总硬度含量的同时增加也能反映氨氮含量的提高；硝态氮（NO-3-N）与NH3-N在深层地下水中是竞争关系，当地下水环境处于还原性时，更易于NH3-N的富集。降低深层地下水中氨氮的主要方法是减少有机污染物输入及还原性废水的入渗。     

杭州市主城区浅层地下水水质现状

调查了杭州市主城区浅层地下水水质现状。结果表明,杭州市主城区浅层地下水污染较重,"三氮"超标现象普遍,而主要污染项目为NH3-N、NO2--N、IMn和总大肠菌群及细菌总数。指出,农业面源污染和生活污水,是造成杭州市主城区浅层地下水氮污染的主要原因。提出分析了地下水水质污染的成因。指出应加强地下水保护以及地下水资源的质量管理。进行科学、合理地开发利用,实现地下水水资源的可持续利用,支持杭州市国民经济的可持续发展。     

常州市老城区水体有机污染分布特征及原因初探

为了老城区河道的合理整治,采用总有机碳（TOC）分析仪对常州市老城区3条河流及区域内浅层地下水的14个采样点水样进行3个月的总有机碳含量检测。老城区水环境受到不同程度的有机污染,某些地下水的TOC含量高于地表水,原因为地表水补给地下水,且老城区水体污染源主要来源于周边地区的生活污水,并受到关河、雨水等的影响,这为常州市老城区水污染治理提供了依据。     

Assessment of the school drinking water supply and the water quality in Pingtung County, Taiwan

In this study, a questionnaire survey of school drinking water quality of 42 schools in Pingtung County was conducted according to the water sources, treatment facilities, location of school as well as different grade levels. Among them, 45% of schools used tap water as the main source of drinking water, and the schools using groundwater and surface water as drinking water source account for 29% and 26%, respectively. The schools above senior high school level in the city used tap water as drinking water more than underground water, while the schools under junior high school level in the rural area used surface water as their main source of drinking water. The surface water was normally boiled before being provided to their students. The reverse osmosis system is a commonly used water treatment equipment for those schools using tap water or underground water. Drinking fountain or boiled water unit is widely installed in schools above senior high school level. For schools under junior high school level, a pipeline is stretched across the campus. Relative test shows that the unqualified rate of microbe in water is 26.2%. All parameters for physical and chemical properties and metal content had met the domestic standards except that the turbidity of schools under junior high school level using tap water is slightly higher than the standard value.     

中美饮用水水源水质标准比较

对我国《地表水环境质量标准》(GB 3838-2002)和《地下水质量标准》(GB/T 14848-1993)与美国EPA《清洁水法案》和《安全饮用水法案》中适用范围、分类分级、指标项目、标准限值以及修订周期等方面内容进行比较分析。指出了我国饮用水水源水质标准存在的问题,提出构建和修订我国水源地水质标准的建议。     

Hydro-chemical Survey of Groundwater of Hisar City and Assessment of Defluoridation Methods Used in India

Ground water quality of Hisar city was assessed for its suitability for drinking purposes. Samples collected from the Bore-wells (forms a part of municipal water supply) and handpumps (direct consumption) were analyzed for the various physico-chemical parameters including pH, electrical conductivity, total dissolved salts, total hardness, total alkalinity, sodium, potassium, calcium, magnesium, carbonate, bicarbonate, chloride and sulfate. The concentrations of magnesium, sodium, potassium, sulfate and especially of chloride were found moderately higher than the WHO standards for the drinking water. Further a comparison of fluoride (F⁻) levels in groundwater of various cities and towns of Haryana state was performed. The relatively higher concentrations of F⁻ in groundwater of Haryana raise the risk of fluorosis and hence groundwater must be used with proper treatment. Promising defluoridation methods using locally available materials and technologies are discussed for the prevention and control of fluorosis. Data were assessed statistically to find the suitable markers of ground water quality as an aid to monitoring groundwater quality.     

Evaluation of groundwater quality and its suitability for drinking and agricultural use in Thanjavur city, Tamil Nadu, India

As groundwater is a vital source of water for domestic and agricultural activities in Thanjavur city due to lack of surface water resources, groundwater quality and its suitability for drinking and agricultural usage were evaluated. In this study, 102 groundwater samples were collected from dug wells and bore wells during March 2008 and analyzed for pH, electrical conductivity, temperature, major ions, and nitrate. Results suggest that, in 90% of groundwater samples, sodium and chloride are predominant cation and anion, respectively, and NaCl and CaMgCl are major water types in the study area. The groundwater quality in the study site is impaired by surface contamination sources, mineral dissolution, ion exchange, and evaporation. Nitrate, chloride, and sulfate concentrations strongly express the impact of surface contamination sources such as agricultural and domestic activities, on groundwater quality, and 13% of samples have elevated nitrate content (>45 mg/l as NO₃). PHREEQC code and Gibbs plots were employed to evaluate the contribution of mineral dissolution and suggest that mineral dissolution, especially carbonate minerals, regulates water chemistry. Groundwater suitability for drinking usage was evaluated by the World Health Organization and Indian standards and suggests that 34% of samples are not suitable for drinking. Integrated groundwater suitability map for drinking purposes was created using drinking water standards based on a concept that if the groundwater sample exceeds any one of the standards, it is not suitable for drinking. This map illustrates that wells in zones 1, 2, 3, and 4 are not fit for drinking purpose. Likewise, irrigational suitability of groundwater in the study region was evaluated, and results suggest that 20% samples are not fit for irrigation. Groundwater suitability map for irrigation was also produced based on salinity and sodium hazards and denotes that wells mostly situated in zones 2 and 3 are not suitable for irrigation. Both integrated suitability maps for drinking and irrigation usage provide overall scenario about the groundwater quality in the study area. Finally, the study concluded that groundwater quality is impaired by man-made activities, and proper management plan is necessary to protect valuable groundwater resources in Thanjavur city.     

遂宁城乡集中式饮用水水源地钡分布特征及健康风险评价

为考察遂宁市辖区内集中式饮用水水源地污染物钡的分布特征和健康风险水平,通过电感耦合等离子体原子发射光谱法对研究区域内市级、县级和乡镇级所有在用的56个集中式饮用水水源地钡的浓度进行分析检测,借助空间分析与统计分析的结果,探讨了其空间分布和浓度差异,并利用环境健康风险评价模型,对不同类型水源地钡的健康风险进行了评价。结果表明,38个地表水水源地钡的浓度范围为0.065~0.180 mg/L,均值为0.110 mg/L;18个地下水水源地钡的浓度范围为0.027~0.370 mg/L,均值为0.130 mg/L。地表水与地下水水源地间钡的浓度差异具有统计学意义(P0.05),钡的空间分布也存在不同程度的差异性。各水源地中的钡经饮用和皮肤暴露两种途径对成人和儿童所引起的非致癌风险值为1.34×10~(-8)~1.62×10~(-8),远低于推荐的最大可接受风险水平(1.0×10~(-6)),各水源地因污染物钡导致的非致癌风险极低。     

石家庄市典型乡镇饮用水源地环境调查与分析

通过调查“十一五”期间石家庄市县级行政区典型乡镇集中式饮用水水源地开展基础环境状况，了解典型乡镇饮用水水源地属性、水质水量状况以及饮用水水源地保护区划分情况，分析研究影响石家庄市典型乡镇饮用水水源水质的主要因素，针对饮用水水源地环境问题进行评估并对乡镇集中式饮用水水源地监管能力建设情况、环境管理制度执行情况提出相关建议及对策。     

Monitoring bacterial contamination of piped water supply in rural coastal Bangladesh

Safe drinking water is scarce in southwest coastal Bangladesh because of unavailability of fresh water. Given the high salinity of both groundwater and surface water in this area, harvested rainwater and rain-fed pond water became the main sources of drinking water. Both the government and non-government organizations have recently introduced pipe water supply in the rural coastal areas to ensure safe drinking water. We assessed the bacteriological quality of water at different points along the piped water distribution system (i.e., the source, treatment plant, household taps, street hydrants, and household storage containers) of Mongla municipality under Mongla Upazila in Bagerhat district. Water samples were collected at 2-month interval from May 2014 to March 2015. Median E. coli and total coliform counts at source, treatment plant, household taps, street hydrants, and household storage containers were respectively 225, 4, 7, 7, and 15 cfu/100 ml and 42,000, 545, 5000, 6150, and 18,800 cfu/100 ml. Concentrations of both of the indicator bacteria reduced after treatment, although it did not satisfy the WHO drinking water standards. However, re-contamination in distribution systems and household storage containers indicate improper maintenance of distribution system and lack of personal hygiene.