对华北GPS监测区近期地壳应变连续分布的估计

直接利用华北ＧＰＳ监测网各个测点的位移观测值,借助高斯型位移协方差函数通过最小二乘配置建立连续分布的位移函数,并根据应变与位移的偏导关系,对华北ＧＰＳ监测区１９９２～１９９５年、１９９５～１９９６年最大剪应变及面膨胀连续分布进行估算,得到其应变场动态图像。     

近断层强震速度脉冲效应及连续梁桥减隔震特性分析

应用非线性时程分析的方法 ,对于减、隔震连续桥梁在近场地震作用下的有效性和响应特性 ,作了深入的研究。通过有代表性的脉冲型近场强震记录时程分析 ,提出了用速度脉冲峰值及其周期之积来表示速度脉冲能量的方法 ,计算表明近场地震速度脉冲波能近似表征地震动破坏能力的大小 ,它和桥梁结构承受的地震响应大体成正比例关系。铅芯橡胶隔震支座在近场地震作用下仍然适用 ,但对于个别脉冲型强震记录效果不够明显 ,支座参数有必要进行优化。     

50所长江沿岸高校实验废液排放情况调查与分析

目的：了解长江沿岸高校实验室废液排放情况及现状。方法：以问卷调查方式，对长江沿岸高校实验室操作程序、管理制度、废液排放情况进行调查。结果：38％的高校管理制度不完善，68％的高校实验操作不规范，44％的学校环保意识宣传不到位，62％的高校实验废液未处理就直接排放。结论：高校实验室正成为长江生态环境恶化的污染源．我国应制定和完善相关法律，加强实验废液处理，杜绝高校成为长江水质污染新的根源。     

废钻井液固化实验研究

利用经实验筛选的固化剂配方对废钻井液进行了固化处理的室内配方研究。结果表明,经该固化剂配方处理后的固结材料在水中浸泡5d后的浸出液在色度、化学需氧量、pH值、石油类、悬浮物含量和重金属含量等指标方面可达到国家《污水综合排放标准》(GB8978-1996)中的二级标准。     

基于WebGIS构建突发公共卫生事件应急指挥系统——以成都市为例

分析了成都市突发公共卫生事件应急指挥信息系统的需求，阐述了如何基于数字城市空间信息基础设施，利用网络地理信息系统技术（WebGIS）来整合数字城市信息化资源以及公共卫生专题资源，建设城市突发公共卫生事件应急指挥系统的总体设计和技术实现。     

超临界水氧化处理高浓度丙烯酸废水

采用超临界水氧化（SCWO）技术在连续蒸发壁式反应器内处理高浓度丙烯酸废水。实验结果表明：SCWO能有效地处理丙烯酸废水，废水COD和TOC去除率分别达到99％左右，且反应时间短；反应温度、反应压力和氧化剂加入量的增加有利于COD和TOC去除率的提高。实验得出的废水处理最佳工艺条件：反应温度693K、反应压力24～26MPa、氧化剂加入量1．0～1．5倍。对反应器出口试样进行色谱-质谱联用分析结果表明，小分子醇、醚类以及CO2和CO是主要的液相产物和气相产物。针对腐蚀和盐沉积问题，提出了预防措施。     

固硫灰渣深度处理焦化废水的实验研究

选用同硫灰渣深度处理经生化处理后焦化废水,采用分光光度计法评价焦化废水的处理效果,采用XRD、XRF、SEM和IR等分析材料的成分、结构和微观形貌等.结果表明,固硫灰渣用量60 g/L、吸附时间15 min,焦化废水的脱色率可达94.22%,COD从原水的76.01 mg/L降低到处理后的5.76 mg/L,NH+4-...     

新疆油田抽汲排液污染控制研究

抽汲排液存在抽汲设备和工具密封性差,对井场环境污染比较严重的问题,为解决抽汲排液对井场造成的污染,分别对抽汲钢丝绳的选择、试油井口防喷盒的密封以及试油抽汲作业规程及其它方面作了研究和应用,使抽汲排液对井场造成的污染得到了较好控制,符合新疆油田创建"绿色油气田"的要求。     

QUAL2K模型在西苕溪干流梅溪段水质模拟中的应用

QUAL2K是一维稳态水质模型,由美国环保局开发并在QUAL2E模型的基础上发展起来的.采用QUAL2K模型对西苕溪干流梅溪段的水质进行了模拟和预测.针对西苕溪的具体情况,选用COD、氨氮和总磷作为模拟预测指标,用模型率定法并参考相关文献确定了COD降解系数Kc、氨氮降解系数Kn和总磷平衡系数Kp等水质参数,并对模拟结果进行了验证,结果表明预测值和实测值的相关性较好.     

Effect of ozone injection on the long-term performance and microbial community structure of a VOCs biofilter

For biofilters treating waste gases containing volatile organic compounds(VOCs), biomass accumulation is a common problem which will induce bed clogging and significant decrease in VOCs removal efficiency during long-term operation. In this study, ozone injection was developed as a biomass control strategy, and its effects on the biofilter performance and the microbial community structure were investigated in long-term operation. Two biofilters,identified as BF1 and BF2, were operated continuously for 160 days treating gaseous toluene under the same conditions, except that 200 mg/m3 ozone was continuously injected into BF1 during days 45–160. During the operation period, ozone injection did not change the toluene removal efficiency, while the pressure drop of BF1 with ozone injection was significantly lowered compared with BF2. The wet biomass accumulation rate of BF1 was 11 g/m~3/hr, which was only46% of that in BF2. According to the carbon balance result, ozone injection also increased the toluene mineralization rate from 83% to 91%, which could be an important reason for the low biomass accumulation. The PMA-q PCR result indicated that ozone injection increased the microbial viability of the biofilm. The high-throughput sequencing result also revealed that the dominant phyla and genera were not changed significantly by ozone injection, but some ozonetolerant genera such as Rhodanobacter, Dokdonella and Rhodococcus were enhanced by ozone exposure. All the results verified that ozone injection is capable of sustaining the long-term performance of biofilters by lowering the biomass accumulation, increasing the microbial viability and changing the microbial community structure.