地下水环境影响一级评价水文地质调查的工作内容和方法

自《环境影响评价技术导则一地下水环境》实施以来,地下水环境影响评价就成为整个建设项目环境影响评价中的难点。本文以对水文地质调查的调查精度要求最高的一级评价为例,从资料收集、野外调查、室内模拟和污染预测几个方面论述一级评价水文地质调查的内容和方法,总结了在此过程中需要注意的几个问题,为广大的水体环境影响评价工作者提供参考。     

2种生物反硝化法去除地下水中硝酸盐的研究

采用砂柱装置,在实验室研究了自养微生物和异养微生物2种生物反硝化方法对地下水中硝酸盐的去除效果。自养反硝化反应在以硫作为电子供体的硫/石灰石/细沙反应柱中进行,异养反硝化反应在石灰石/细沙反应柱中进行,进水增加乙醇作为外加碳源。实验结果用以比较2种反硝化方法在硝酸盐去除率、微生物反应动力学和反应产物三者的异同。结果表明,自养反硝化反应中NO3--N去除率达95.4%,异养反硝化反应去除率可达99.3%;分别与Monod微生物0级、1/2级和1级反应动力学方程进行拟合,2种反硝化反应均符合1/2级微生物反应动力学,适合用1/2级微生物反应方程描述;在反应结束阶段,自养反硝化主要反应产物SO42-出水浓度低于250mg/L,异养反硝化副产物CH3OO-易成为二次污染源,异养反硝化的反硝化速率明显高于自养反硝化反应。     

Identification of key factors governing chemistry in groundwater near the water course recharged by reclaimed water at Miyun County, Northern China

Reclaimed water was successfully used to recover the dry Chaobai River in Northern China, but groundwater may be polluted. To ensure groundwater protection, it is therefore critical to identify the governing factors of groundwater chemistry. Samples of reclaimed water, river and groundwater were collected monthly at Chaobai River from January to September in 2010. Fifteen water parameters were analyzed. Two kinds of reclaimed water were different in type (Na-Ca-Mg-Cl-HCO3 or Na-Ca-Cl-HCO3 ) and concentration of nitrogen. The ionic concentration and type in river were similar to reclaimed water. Some shallow wells near the river bed had the same type (Na-Ca-Mg-Cl-HCO3 ) and high concentration as reclaimed water, but others were consistent with the deep wells (Ca-Mg-HCO3 ). Using cluster analysis, the 9 months were divided into two periods (dry and wet seasons), and all samples were grouped into several spatial clusters, indicating different controlling mechanisms. Principal component analysis and conventional ionic plots showed that calcium, magnesium and bicarbonate were controlled by water-rock interaction in all deep and some shallow wells. This included the dissolution of calcite and carbonate weathering. Sodium, potassium, chloride and sulfate in river and some shallow wells recharged by river were governed by evaporation crystallization and mixing of reclaimed water. But groundwater chemistry was not controlled by precipitation. During the infiltration of reclaimed water, cation exchange took place between (sodium, potassium) and (calcium, magnesium). Nitrification and denitrification both happened in most shallow groundwater, but only denitrification in deep groundwater.     

修复达标土壤回填对地下水环境影响的层次化评估方法应用研究

以含1,2-二氯乙烷等10种有机物污染土壤异位修复后回填为例,采用层次化方法评估将按原厂址健康风险评价确定的修复目标进行达标修复后的土壤回填对回填区地下水下游700 m处饮用水井水质的影响.第一层次预测结果显示8种污染物在回填土层淋溶液中的浓度将超过评价标准,可能对目标水井水质造成污染.考虑回填区非饱和带土壤的吸附截留进行第二层次评价的结果显示,到达回填区地下水水面处浓度依然超过评价标准的污染物降低至6种,不能排除对目标水井的水质影响.进一步考虑地下水混合稀释进行第三层次评估的结果显示,经地下水混合稀释后,超过评价标准的污染物降低至4种.最后,考虑饱和带吸附截留作用进行第四层次评估的结果显示,目标水井中超过评估标准的污染物仅1种.由此可见,随着评估层次的不断深入,虽然所需开展的工作及获取的场地参数增加,但是污染物预测浓度更接近目标预测点的浓度,需调整修复目标的污染物数量逐渐减少,污染防治成本将逐渐降低.     

城市绿化草坪再生水灌溉对地下水水质影响研究

再生水是城市绿化的良好水源,但其潜在的地下水污染问题不容忽视.本研究基于对地下水及其灌溉水水质的长期监测,探讨了绿化草坪地下水主要理化性质和污染物浓度的变化规律及其与灌溉用水水质的关系.连续5 a的监测结果表明,再生水氨氮超出用于城市绿化的城市杂用水水质标准（GB/T 18920-2002）,总氮偏高,二者变化范围分别为0.05～65.4 mg·L-1和2.56～78.0 mg·L-1,平均值分别为12.0 mg·L-1和28.3 mg·L-1.使用自来水灌溉,地下水水质指标正常,波动不大;用再生水灌溉草坪（冬末初春4个月未浇）对地下6 m浅井水质影响明显,对20 m深井水质影响不明显,主要变化表现在硝态氮浓度值升高.浅井地下水硝态氮浓度与灌溉的再生水溶解态氮呈滞后的显著正相关性,表明用再生水灌溉草坪可能会引起地下浅层水硝态氮污染.因此,需要根据城市绿化用水量大的特点,进一步完善再生水回用标准,避免再生水回用造成新的环境污染风险.     

改性氢氧化镁制备及其去除地下水中Cr3+性能研究

氢氧化镁作为一种可缓慢释放OH-的碱,能使多数重金属离子转换为沉淀,而且不会引起太大的pH变化.但氢氧化镁难溶于水,在含水层中的迁移能力很差.若要用于地下水重金属污染修复,需要对氢氧化镁进行改性.因此,本文利用表面活性剂对氢氧化镁粉末进行改性,合成了氢氧化镁胶体,并对改性氢氧化镁的稳定性、粒度及其对Cr3+的稳定化效果进行了分析.结果表明,复配表面活性剂改性的氢氧化镁悬浮液稳定性好,粒径小,0.6~8.4μm的颗粒占82.41%.利用改性氢氧化镁对Cr3+污染地下水进行处理,其对Cr3+的去除机理主要为沉淀反应,氢氧化镁和Cr3+反应的质量比约为1.333∶1,氢氧化镁和初始Cr3+浓度对Cr3+的去除效果都有较大的影响.     

Arsenic removal from groundwater by acclimated sludge under autohydrogenotrophic conditions

Arsenic in the environment is attracting increasing attention due to its chronic health effects. Although arsenite(As(III)) is generally more mobile and more toxic than arsenate(As(V)), reducing As(V) to As(III) may still be a means for decontamination, because As(III) can be removed from solution by precipitation with sulfide or by adsorption or complexation with other metal sulfides. The performance of As(V) bio-reduction under autohydrogenotrophic conditions was investigated with batch experiments. The results showed that As(V) reduction was a biochemical process while both acclimated sludge and hydrogen were essential. Most of the reduced arsenic remained in a soluble form, although 20% was removed with no addition of sulfate, while 82% was removed when sulfate was reduced to sulfide. The results demonstrated that the reduced arsenic was re-sequestered in the precipitates, probably as arsenic sulfides. Kinetic analysis showed that pseudo first-order kinetics described the bio-reduction process better than pseudo second-order. In particular, the influences of pH and temperature on As(V) reduction by acclimated sludge under autohydrogenotrophic conditions and total soluble As removal were examined. The reduction process was highly sensitive to both pH and temperature, with the optimum ranges of pH 6.5–7.0 and 30–40°C respectively. Furthermore, Arrhenius modeling results for the temperature effect indicated that the As(V) reduction trend was systematic. Total soluble As removal was consistent with the trend of As(V) reduction.     

Efficient dechlorination of chlorinated solvent pollutants under UV irradiation by using the synthesized TiO2 nano-sheets in aqueous phase

Titanium dioxide(TiO2), which is the widely used photo-catalyst, has been synthesized by simple hydrothermal solution containing tetrabutyl titanate and hydrofluoric acid. The synthesized product has been applied to photo-degradation in aqueous phase of chlorinated solvents, namely tetrachloroethene(PCE), trichloroethene(TCE) and 1,1,1-trichloroethane(TCA). The photo-degradation results revealed that the degradation of these harmful chemicals was better in UV/synthesized TiO2 system compared to UV/commercial P25 system and UV only system. The photo-catalytic efficiency of the synthesized TiO2 was 1.4, 1.8 and 3.0 folds higher compared to the commercial P25 for TCA, TCE and PCE degradation, respectively. Moreover, using nitrobenzene(NB) as a probe of hydroxyl radical(.OH), the degradation rate was better over UV/synthesized TiO2, suggesting the high concentration of.OH generated in UV/synthesized TiO2system. In addition,.OH concentration was confirmed by the strong peak displayed in EPR analysis over UV/synthesized TiO2system. The characterization result using XRD and TEM showed that the synthesized TiO2 was in anatase form and consisted of well-defined sheet-shaped structures having a rectangular outline with a thickness of 4 nm, side length of 50 nm and width of 33 nm and a surface 90.3 m2/g. XPS analysis revealed that ≡Ti-F bond was formed on the surface of the synthesized TiO2. The above results on both photocatalytic activity and the surface analysis demonstrated the good applicability of the synthesized TiO2 nano-sheets for the remediation of chlorinated solvent contaminated groundwater.     

地下水中污染物的迁移传输及排泄通量研究

以辽宁某化工污染场地为研究对象,结合场地调查结果,应用地下水模型系统软件(GMS)中的MODFLOW和RT3D模型,建立了地下水中污染物的数值模型,探讨其迁移传输及排泄通量。根据模拟结果,地下水中苯、二氯苯和三氯苯的污染羽约在20年后达到动态平衡,污染羽不再随时间变化,污染物的自然衰减速率与污染源释放速率达到平衡。排泄通量估算表明:地下水向河流排泄的量在20年时达到稳定,地下水中苯、二氯苯和三氯苯向河流的排泄通量分别为每天180 g、6 100 g和5.5 g。由于污染物会导致污染生态环境和健康风险,建议从控制污染源、实施污染源区修复和切断迁移传输途径等多种措施控制风险。     

氯化铁絮凝-直接过滤工艺对地下水中As(Ⅴ)的去除机制研究

为探明氯化铁(Fe Cl3)絮凝-直接过滤工艺对地下水中砷(As)的去除过程及机制,分别进行了批吸附实验、现场絮凝-直接过滤实验、扩展X射线精细结构光谱(EXAFS)及电荷分布多位络合(CD-MUSIC)模拟.采集的地下水样品As主要为五价[As(Ⅴ)],浓度为40μg·L-1.现场柱实验直接过滤工艺中Fe投加量为1.5 mg·L-1,出水As(Ⅴ)浓度均低于10μg·L-1,92 h内可提供64 984 L安全饮用水.固体废物毒性浸出实验表明泥饼浸出液中As浓度为3.4μg·L-1,远低于美国环保署限定值(5 mg·L-1).EXAFS和CD-MUSIC模拟表明Fe Cl3絮凝去除地下水中As(Ⅴ)存在两种机制:在p H 3~9.5范围内,As(Ⅴ)主要以双齿双核吸附在氢氧化铁上;p H9.5时,As(Ⅴ)主要与Ca2+和Mg2+形成沉淀而去除.