Treatment,residual chlorine and season as factors affecting variability of trihalomethanes in small drinking water systems

Seasonal variability in source water can lead to challenges for drinking water providers related to operational optimization and process control in treatment facilities. The objective of this study is to investigate seasonal variability of water quality in municipal small water systems (<3000 residents) supplied by surface waters. Residual chlorine and trihalomethanes (THM) were measured over seven years (2003–2009). Comparisons are made within each system over time, as well as between systems according to the type of their treatment technologies. THM concentrations are generally higher in the summer and autumn. The seasonal variability was generally more pronounced in systems using chlorination plus additional treatment. Chloroform, total THM (TTHM) and residual chlorine concentrations were generally lower in systems using chlorination plus additional treatment. Conversely, brominated THM concentrations were higher in systems using additional treatment. Residual chlorine was highest in the winter and lowest in the spring and summer. Seasonal variations were most pronounced for residual chlorine in systems with additional treatment. There was generally poor correlation between THM concentrations and concentrations of residual chlorine. Further study with these data will be beneficial in finding determinants and indicators for both quantity and variability of disinfection byproducts and other water quality parameters.     

珠江八大入海口表层沉积物中DDTs和HCHs残留调查

于2010年8月-2011年5月4次采集珠江八大人海口表层沉积物,采用气相色谱-电子捕获（GC—ECD）法分析沉积物中DDTs（p,P’-DDE、P,P’-DDD、0,P’-DDT、P,P-DDT）和HCHs（α-HCH、β-HCH、γ-HCH、δ-HCH）的污染现状。结果显示,珠江8大人海口表层沉积物中DDTs总含量介于1．02—3．08μg·kg-1之间（以干质量计,下同）,平均值为1．91μg·kg-1;HCHs总含量介于0．21—0．41μg·kg-1之间,平均值为0．31μg·kg-1。DDTs平均含量大于HCHs,其中P,P。DDT对污染的贡献最大,含量范围为ND～7．66μg·kg-1,平均值为2．12μg·kg-1。大部分样点伽（α-HCH）／w（γ-HCH）比值小于3,说明研究区α-HCH大都被降解,或者林丹正取代工业HCHs成为珠江口水环境中HCHs输入的主要来源;甜（DDT）／w（DDD＋DDE）比值大于2,表明沉积物中除早期农药残留外,仍然有新的DDTs类农药输入。     

基于3D激光扫描技术的绕腰法采空区资源回收方法研究

针对大多数矿山采空区残留资源回收探测中存在人员、设备进入难,精度低、危险高等问题,我们通过采用三维激光扫描技术恰恰克服了以上困难。应用三维激光自动扫描新技术对采空区进行精密探测,能够安全准确地获取采空区的三维形态和矿石空间分布位置,再通过三维建模软件 Surpac 建立三维可视化实体模型,为回收残留矿石资源提供重要依据;最后通过应用绕腰法综合回收残留矿石,不仅能够减少采准工程量,并把采准与采矿工作很好地结合起来,而且达到了能够高效安全地回采采空区残留矿石目的。工程实例的成功应用,表明此方法在给矿山和国家带来良好的经济社会效益的同时,能够在同类矿山中推广应用。     

软、硬煤层残余瓦斯含量区域效果检验临界值研究

针对软、硬煤层瓦斯含量区域突出危险性效检指标临界值存在较大差异这一工程实际。建立软、硬煤样相关参数关系模型,对基于残余瓦斯含量的区域防突措施效果检验指标临界值进行研究。结果表明:同一煤质软煤和硬煤瓦斯吸附量差别不大,但随着煤的变质程度降低,软、硬煤瓦斯吸附量差值先减小后增大。对存在软、硬分层的煤层,建议采用0.74MPa时软、硬煤瓦斯含量测值的小值（取整）作为煤层残余瓦斯量指标的临界值。此研究因地制宜地确定符合矿井实际的突出预测指标临界值和区域措施效果检验指标临界值,对降低防突成本具有重要意义。     

Speciation characterization and coagulation of poly-silica-ferric-chloride：The role of hydrolyzed Fe（Ⅲ） and silica interaction

The highly e cient inorganic polymer flocculants (IPFs) of the ferric-silica system is a new and promising coagulant. Interactions between ferric species and silica play a large part in the coagulation of suspensions. These e ects are quite distinct from those associated with polymeric or colloid silica. However, although these species are key to coagulation e ciency, they have not been comprehensively discussed. A new type of coagulant, poly-silica-ferric-chloride (PFSC), was synthesized by co-polymerization and characterized by time complexation spectroscopy and photon correlation spectroscopy. Compared with traditional ferric salt, the results indicated that PFSC had a higher molecular weight, lesser positive charge, lower Feb and higher Fec. The higher the Si/Fe ratio, the higher the silica and lower the silicac found. The PFSC with appropriate polysilica acid not only obtained better coagulation/flocculation e ciency in turbidity removal, enhanced the flocculation index (FI) and provided less residual ferric, it also lowered water treatment costs compared to traditional ferric salt. Results showed that PFSC could remove colloid particles in water by charge neutralization and sweeping, adsorption bridging mechanism.     

海州露天矿采空区地表CO2通量的试验研究

为探究海州露天矿东邦废弃采空区自然发火状态,基于采空区遗煤自燃特性和气体扩散理论,采用智能土壤气体通量监测系统,以月为单位,对东邦自燃采空区上覆地表CO₂通量开展长周期、多测点连续性监测试验;根据试验区域内地表CO₂通量和土壤温度分布特征,探究地下火区释放CO₂的地表涌出范围和变化情况;同时,着眼于温室气体排放的评估,计算试验区域内的CO₂涌出量,并分析其随时间的变化特征。结果表明:地表CO₂通量与土壤温度有明显正相关性;试验区域地表CO₂高通量区域呈逐月扩大和递增的趋势;CO₂涌出量随月份逐渐递增,试验区域年CO₂涌出量约为3.6×10⁶ m³。     

预应力螺栓安装的力学性能计算方法

采用张拉器安装螺栓能使其产生比较一致的预紧力,因而得以广泛使用,推导出张拉量和残余预紧力之间的函数关系式,并给出计算实例,为这种预紧螺栓安装法提供了理论依据。     

定水头条件下淄河滩陈化残油淋溶释放试验

淄河滩陈化油污土层是引起大武水源地东部地区地下水污染的主要污染源之一.通过对油污土层采取原状土柱样,在室内进行了模拟淄河滩地存在不同厚度表流时的残油淋溶释放试验.结果表明,在设定的试验条件下,油污土层可淋出水量24.56610⁴m³、油量1185.1kg; 水层厚度对渗出水的油浓度影响不大,渗出油的多少主要决定于渗出水的数量;太河水库放水补源方式对残油释放量的影响不起决定性     

浸润线缓慢上升对滑坡剩余推力的影响规律

地下水浸润线变化对滑坡下滑力、抗滑力和剩余推力的影响甚大。基于传力系数法,建立了浸润线缓慢上升时剩余推力改变量的计算模型,探讨了滑面倾角、浸润线角度和滑面内摩擦角与倾角正切比对浸润线缓慢上升前后滑坡剩余推力改变量的影响规律;将浸润线缓慢上升时剩余推力由增大到减小的分界点称为剩余推力变化临界点,分析了剩余推力变化达到临界点时的浸润线倾角分布规律;提出了剩余推力变化的临界线,确定了浸润线缓慢上升时剩余推力的增大区域和减小区域。     

活性污泥法处理矿区生活污水剩余污泥量探讨

由于矿区生活污水中有机污染物浓度较低,采用活性污泥法处理工艺,有机污染物在生物氧化池内得到较彻底地降解,剩余污泥量少,每千吨生活污水产生剩余污泥量为2～3t。