开发利用蚌蜱地区矿泉水资源

蚌蝉地区矿泉水主要分布于蚌蜱市淮河以南地区.根据其特殊组分的含量可定为饮用天然矿泉水和医疗矿泉水.目前蚌蟑地区饮用天然矿泉水总开采量约为1.2万m~3/d。特殊组分偏硅酸含量为25～39.0mg/L。锶含量0.3～1.7mg/L,放射性氡1.7～6.25马海/L,达到国家和部颁饮用天然矿泉水标准(偏硅酸大于2.5mg/L。锶0.2～5.0mg/L),属含氡的锶偏硅酸矿泉水.主要分布在以下3个地区:①张公山-老虎山以南地区.矿泉水类型基本上都为 HCO_3-Ca 型水。pH 值7.3～7.87,总矿化度0.4～0.6/L,总硬度12.38～17.44德国度,含锶0.4～0.6mg/L,偏硅酸25～40mg/L,氡一般1.7～5马海/L,属含氡的锶偏硅酸重碳酸钙型饮用天然矿泉水.②张公山-雪华山以北地区。矿泉水类型主     

硅藻土水处理剂对采出水絮凝试验

不同加药量的采出水絮凝试验表明:硅藻土是一种能够用于采出水处理工艺的新型药剂,絮凝沉降后水的浊度可降低到1NTU左右,悬浮物的体积浓度降低到0.0005%以下,颗粒物的分布特征值向有利于通过过滤工艺去除的大尺度方向变化。适当的加药量为50mg/L。     

臭氧—活性炭技术处理石油微污染地下水*

在实验室及中试条件下研究了臭氧-活性炭技术对石油微污染地下水的处理效果。通过石油类和高锰酸盐指数两个指标,考察了臭氧投加量、pH值、过滤速率等操作参数对污染物的去除效果。结果表明:臭氧投加量和活性炭过滤速率是最主要的影响因素,pH值对处理效果影响不显著。中试条件下适宜的臭氧投加量应为8mg/L左右,最佳过滤速率在10m/h附近。采用臭氧氧化与活性炭过滤组合工艺,当进水石油类浓度在1.5mg/L以下时,出水石油类低于0.3mg/L,高锰酸盐指数低于3.0mg/L。     

降低采油污水处理中污泥产生量技术研究——室内试验研究——

为了降低采油污水处理过程中产生的污泥量,对“降低采油污水处理中污泥产生量技术”进行了研究,并在采油一厂文一污水站进行了为期66天的现场实验。结果表明,降低采油污水处理污泥产生量技术通过化学反应将污水中的部分离子转变为对污水净化有用的组分,并通过控制污水中的氧含量、pH及离子平衡,达到去除水中悬浮物、控制腐蚀、维持水中离子平衡的目的。当复合碱按600 mg/L加入并使系统的pH值控制在7.0～7.3且絮凝剂、助凝剂加入浓度分别为150 mg/L、100 mg/L时,污水的pH、含油量、总铁、悬浮物由处理前的6.0、109 mg/L、13.5 mg/L、78 mg/L下降为7.0、0、0～0.42、1～2,滤膜系数为35;污水腐蚀速率为0.0691 mm/a;处理后水中SRB、TGB含量分别为0、101个/mL;经中国科学院渗流流体力学研究所等单位监测和技术评价证实,处理后污水与地层水配伍性良好,对地层不伤害,所产生污泥可初步用做建筑材料。     

中空纤维膜生物反应器处理炼厂浮选池出水试验研究

研究设计的膜生物反应器处理炼厂浮选池出水,在每天进水容积负荷1.0 kg COD/m3,进水COD浓度600 mg/L,MLSS为900～5500 mg/L的条件下,无论活性污泥表现正常还是膨胀,过滤出水中COD均稳定地小于90 mg/L,处理效果好于目前炼油厂的合建式曝气池(容积负荷为0.5 kg COD/m3左右,出水COD100 mg/L左右)。试验运行期间,膜通量最高可达到42 L/m2·h。该工艺的技术关键是采用特殊流态来降低膜堵塞的膜生物反应器和优良质量的膜。     

临兴致密砂岩气压裂返排液再利用技术

针对临兴区块致密砂岩气井压裂返排液的性能特点,结合压裂返排液中的有害指标,制定了压裂返排液复配压裂液的水质标准,形成了一套压裂返排液经适度处理后复配压裂液的低成本处理模式。结果表明:临兴区块压裂液配置水指标应满足pH值7～10、矿化度60 000mg/L、钙离子浓度600mg/L、镁离子浓度900mg/L、硼离子浓度10mg/L;经过破胶、pH值调整、絮凝和过滤工艺处理后的压裂返排液的主要有害指标COD、钙离子、镁离子、硼离子浓度大幅度下降,满足临兴区块压裂液配置水指标要求;根据处理工艺研制的压裂返排液处理装置在临兴区块LX-*1井和LX-*2井成功完成现场实验,复配压裂液满足压裂液现场施工要求。     

含硫低浊度采油污水絮凝处理技术的研究

中原油田明二污属含硫低浊度污水,处理后水主要用于回注。文章通过pH调节剂的优选、除硫剂优选并与絮凝药剂联合,对明二污含硫低浊度污水进行了絮凝处理。结果表明:当pH值为7.5、2#絮凝剂加量为50mg/L、有机絮凝剂加量为0.5mg/L、除硫剂加量为20mg/L时,处理后水中的悬浮物、总铁和含油量分别达到1.9mg/L、0.43mg/L和0mg/L;SRB、TGB均为102个/mL;腐蚀速率及结垢量分别降到0.062mm/a和1.9mg/L;污泥产生量降低到0.23～0.26mg/L;在90℃时的结垢量由地层水的23.3mg/L降低到1.9mg/L,处理后的水达到中原油田回注水的水质标准,并且水质稳定。     

石南4井区采出水处理化学调控方法研究

随着新疆油田石南4井区逐步开发及其它区块采出液的汇入,石南4采出水水质已发生明显变化,水型已由硫酸钠型变为碳酸氢钠型,硬度、碱度明显上升。文章分析了石南4采出水水质腐蚀结垢原因,筛选出了适宜的水质净化及调理药剂。结果表明:在净化稳定剂加药量为200 mg/L,净化凝聚剂加药量为6mg/L,调理剂加药量为100~200mg/L时,采出水处理效果较好,有效降低了腐蚀结垢强度,满足Q/SYXJ0065—2003《克拉玛依油田注水水质标准》要求,采用此药剂体系处理采出水,成本为1.25元/m~3。     

化学氧化—混凝沉淀法处理油田作业废液

采用化学氧化—混凝沉淀法对油田作业废液进行处理,筛选出最佳的混凝条件及氧化条件。实验结果表明,与产出水混合处理后可使原水的悬浮物从500～1000 mg/L降至<3 mg/L、总铁<0.5 mg/L。处理后的污水由处理前的黑浆状变为清澈透明,淡黄色,基本达到了注水水质标准。该方法具有投资小、净化效果好、设备简单、占地面积小、操作方便、不产生二次污染等优点。     

“混凝气浮-膜生物反应器”处理林化废水工程运行调试研究

本文中根据林化废水特征确定使用"混凝气浮-膜生物反应处理器"的工艺进行处理。工程中硫酸铝的投加量为40mg/L,PAM的投加量为3mg/L,在废水pH值为7～8时进水COD、SS、OIL为279mg/L、20mg/L、26mg/L,进行混凝气浮后,出水的COD、SS、OIL浓度依次为135mg/L、9.6mg/L、9.5mg/L,去除率分别达到了52%、50%、64%。膜生物反应系统的调试,以污泥接种的方式进行污泥培养驯化。初期以面粉作为营养源清水培养污泥,按照7天左右的周期按每次30m3/d的污水进水量逐渐增加污水的比例,直到完全进水,调试驯化期污泥浓度控制在2500～3000mg/L。正常运转中污泥浓度可达到5000mg/L左右,出水水质COD、SS、OIL浓度分别达到30mg/L、6mg/L、3mg/L,符合处理目标要求。     

重庆市城区饮用水源健康风险评价

通过对重庆市8个饮用水源地枯水期水体中NH3-N、CN、As、Hg、Cr^＋6、Pb、Cd、Cu、F和挥发酚的浓度进行了调查研究，应用美国环保局推荐的健康风险评价模型对重庆市饮用水源水中污染物引起的健康风险作了评价。结果表明，污染物平均浓度范围分别为NH3-N：0．119—0.740mg／L，CN：0．002—0．004mg／L，As：0．001—0．007mg／L，Hg：0．000001—0．00005mg／L，Cr^＋6：0．004—0.023mg／L．Pb：0．004—0．053mg／L．Cd：0．00035—0．005mg／L．Cu：0．0005—0．0254mg/L，F：0．140—0．335mg／L，挥发酚：0．001—0．0027mg／L。重庆市通过饮水途径引起的非致癌健康风险中Pb的风险最大，F次之，两者风险水平在10^-8～10^-9／a；Cr^＋6引起的致癌风险最大达到10^-4／a；以长江为饮用水源的人群总健康风险大于嘉陵江，其健康风险达到EPA要求，但高于国际辐射防护委员会（ICRP）的最大可接受风险水平。     

淮南市平山头水源地水中PAEs污染情况分析

以淮南市平山头水厂水源4种邻苯二甲酸酯类（PAEs）：邻苯二甲酸二甲酯（DMP）、邻苯二甲酸二乙酯（DEP）、邻苯二甲酸丁基苄基酯（BBP）、邻苯二甲酸二丁酯（DBP）为研究对象，研究了水源地水中PAEs的污染情况。研究结果表明：DMP、DEP、BBP、DBP的检出率分别为50％、83．3％、83．3％、100％，DBP的达标率为100％；DMP、DEP、BBP、DBP对∑4PAEs污染的贡献率依次为：5．2％、3．7％、20．1％、71．1％，说明平山头水厂水源地水中PAEs污染主要以DBP为主。水源地各采样点∑4PAEs的含量范围0．632～1．623μg／L，其采样断面平均浓度顺序为：上游〉中游〉下游。     

Influence of alkalinity, hardness and dissolved solids on drinking water taste: A case study of consumer satisfaction

Two surveys of consumer satisfaction with drinking water conducted by Taiwan Water Supply Corp. are presented in this study. The study results show that although a lot of money was invested to modify traditional treatment processes, over 60% of local residents still avoided drinking tap water. Over half of the respondents felt that sample TT (from the traditional treatment process) was not a good drinking water, whether in the first or second survey, whereas almost 60% of respondents felt that samples PA, PB, CCL and CT (from advanced treatment processes) were good to drink. For all drinking water samples, respondent satisfaction with a sample primarily depended on it having no unpleasant flavors. Taiwan Environmental Protection Administration plans to revise the drinking water quality standards for TH and TDS in the near future. The new standards require a lower TH concentration (from currently 400mg/L (as CaCO(3)) to 150mg/L (as CaCO(3))), and a lower TDS maximum admissible concentration from the current guideline of 600 to 250mg/L. Therefore, this study also evaluated the impacts on drinking water tastes caused by variations in TH and TDS concentrations, and assessed the need to issue more strict drinking water quality standards for TH and TDS. The research results showed that most respondents could not tell the difference in water taste among water samples with different TDS, TH and alkalinity. Furthermore, hardness was found to be inversely associated with cardiovascular diseases and cancers, and complying with more strict standards would lead most water facilities to invest billions of dollars to upgrade their treatment processes. Consequently, in terms of drinking water tastes alone, this study suggested that Taiwan Environmental Protection Administration should conduct more thorough reviews of the scientific literature that provides the rationale for setting standards and reconsider if it is necessary to revise drinking water quality standards for TH and TDS.     

嘉陵江下游饮用水氟化物时空变异特征研究

饮用水中可溶性氟化物是公众摄入氟的主要途径,其含量水平影响人体健康。分别于2015~2017年的丰水期和枯水期6次随机采集监测了嘉陵江下游52个饮用水样中氟化物含量,并基于地理信息系统平台和健康风险指数法进行了评价。结果表明,该区域饮用水中氟化物浓度平均为0.20~0.25 mg/L。除2015年部分样点外,其余样点的氟浓度均低于国家标准限值。其年际变化为2015年明显高于2016年和2017年(P<0.05);年内变化为枯水期略高于丰水期。研究表明,研究区饮用水中氟化物不会对人体造成威胁,且有逐年降低的趋势,建议当地居民适当增加氟的摄入量,以降低患龋齿的风险。     

EDTA滴定法测定水质总硬度的改进实验

根据EDTA滴定法测定水质总硬度的实践经验,对EDTA滴定法进行改进,该改进方法和标准方法通过地表水、地下水以及总硬度标准样品的比对测定,实验证明改进方法测定结果准确、可靠,操作更加简便、快捷。     

页岩气增产采出水处理方法研究

针对页岩气增产采出水易起泡,难以平稳蒸发脱盐的问题,利用"预处理+多效蒸发"处理方法,对井站两种不同性质的采出水进行中试,连续监测各工艺单元处理后水质及蒸发出水水质。结果表明:通过破乳混凝、催化氧化、电荷中和及除硬等步骤,能够完全消除泡排水起泡性;中试稳定运行7d,两种泡排水蒸发出水水质稳定,COD浓度<55mg/L,NH4^+-N浓度<18mg/L,满足GB 8978-1996《污水综合排放标准》一级标准;Cl^-浓度<21mg/L,满足DB 51/190-1993《四川省水污染物排放标准》要求。     

高氯低COD废水中COD的测定

以某污水厂的高氯低COD生化出水为研究对象,探讨了硫酸汞加入量、K2Cr2O7溶液浓度、反应酸度、取水样量等参数对COD测定的影响,探讨消除该厂Cl-干扰最简单有效方法,结果表明:控制硫酸汞与氯离子比为15∶1(质量比)、K2Cr2O7浓度为0.18 mol/L、水样稀释0.75倍、Ag2SO4-H2SO4加入量为28mL,皆可有效减少氯离子的干扰。该方法相对氯气校正法,操作简单、准确可靠。     

南方某水厂处理工艺过程中甾体雌激素的变化规律

对南方某水厂处理工艺过程中甾体雌激素进行了研究。采用固相萃取-高效液相色谱法对水源水和各处理工艺的出水进行了检测,探讨了该水厂不同处理工艺对甾体雌激素的去除效果。结果表明：各处理工艺段水样甾体雌激素均有检出,且浓度较高。工艺中甾体雌激素均有不同程度的去除,甾体雌激素去除率为19.51%～50%,研究表明,现有工艺（预氯化＋絮凝沉淀工艺）不能有效去除甾体雌激素。     

Assessment of Quality for Middle Level and High School Student‐Generated Water Quality Data

Student scientists have analyzed groundwater used for drinking water in rural areas to understand groundwater quality. This was part of a greater effort to understand risks to drinking water. The data produced by middle level and high school students have not been accepted by experts because of concerns about method and student accuracy. We assessed the inherent errors associated with method accuracy, student precision, and sample variability to establish bounds for attainable trueness in water analyses. Analytical test kits and probes were evaluated for the determination of pH, conductivity, chloride, hardness, iron, total soluble metals, and nitrate. In terms of precision, all methods met or exceeded design specifications. Method trueness was variable and in general ranged from good to poor depending on method. A gage reproducibility and repeatability analysis of instrumental methods (pH and conductivity) partitioned the variances into student error (12‐46%), instrumental error (8‐21%), and random error (45‐68%). Overall, student‐generated data met some of the quality objectives consistent with the method limitations. Some methods exhibited a systematic bias and data adjustment may be necessary. Given good management of the student analyst process, it is possible to make precise and accurate measurements consistent with the methods specifications.     

Surface Water Seepage Effects on Shallow Ground‐Water Quality Along the Rio Grande in Northern New Mexico1

Abstract: Interactions between surface irrigation water, shallow ground water, and river water may have effects on water quality that are important for both drinking water supplies and the ecological function of rivers and floodplains. We investigated water quality in surface water and ground water, and how water quality is influenced by surface water inputs from an unlined irrigation system in the Alcalde Valley of the Rio Grande in northern New Mexico. From August 2005 to July 2006, we sampled ground water and surface water monthly and analyzed for concentrations of major cations and anions, specific conductance, pH, dissolved oxygen, and water levels. Results indicate that irrigation ditch seepage caused an increase in ground water levels and that the Rio Grande is a gaining stream in this region. Temporal and spatial differences were found in ion concentrations in shallow ground water as it flowed from under the ditch toward the river. Ground‐water ion concentrations were higher when the ditch was not flowing compared with periods during peak irrigation season when the ditch was flowing. Ditch inputs diluted ion concentrations in shallow ground water at well positions near the ditch. Specifically, lower ion concentrations were detected in ground water at well positions located near the ditch and river compared with well positions located in the middle of an agricultural field. Results from this project showed that ditch inputs influenced ion concentrations and were associated with ground‐water recharge. In arid region river valleys, careful consideration should be given to management scenarios that change seepage from irrigation systems, because in some situations reduced seepage could negatively affect ground‐water recharge and water quality.