延迟焦化装置含硫污水减量化实践

在分析160×10~4t/a延迟焦化装置含硫污水来源及减量化潜力基础上,通过采取优化加热炉注汽量、调整焦炭塔吹汽量、降低分馏塔汽提蒸汽量、回用含硫污水汽提净化水等管理和技术措施,装置节约了蒸汽消耗,源头减少了含硫污水产生量,增加了含硫污水汽提净化水回用量,年经济效益达460万元。     

黑龙江及周边中强震前不同参数模型矩加速释放(AMR)现象特征分析

应用时间破裂分析方程中表征地震距释放程度的m值,选取不同空间尺度进行时空扫描研究,得到震前1年以每2个月为时间间隔的空间m值随时间变化的分布图像,运用不同参数设置计算了地震前Benioff累积应变释放特征。通过对比这些变化找出研究区内m值空间分布搜索主震破裂点扫描效果较好的参数模型,尝试性地给出了"矩释放程度空间扫描"方法应用于地震预测的经验指标。并结合与矩加速释放具有相同物理机制的加卸载响应比(Load/Unload Response Ratio)方法进行综合分析,利用这两种方法对地震进行中短期预测,达到两种方法互相检验、相互辅助的目的。考虑到本文仅对6个震例进行研究,无法给出具有统计显著性的结论,所以仍需结合其他方法进行点、线、面的综合分析。     

多层填料生物转鼓去除NO废气的效能比较研究

生物转鼓过滤器能有效去除一氧化氮(NO)废气,为进一步提高生物转鼓过滤器的去除效能,实验改变了生物转鼓的填料结构,并与单层填料的生物转鼓进行了比较研究.结果表明,多层填料生物转鼓比单层填料生物转鼓更能有效去除NO,运行也更加稳定.8个月的连续运行实验表明,多层填料生物转鼓对NO去除率稳定在53.9％ ～93.4％之间,平均去除效率79.8％,而单层填料生物转鼓的平均去除率仅有68.7％;在相同实验条件下,空床停留时间(EBRT)可从单层填料生物转鼓的86.4 s降至多层填料生物转鼓的57.6 s.多层填料生物转鼓的最优工艺条件为,营养液量为1.3～3L,转速为0.75 r·min-1,在以葡萄糖为碳源时,TOC＞ 1250 mg·L-1后,去除效率增长幅度趋于平缓.     

河套灌区土壤水和地下水动态变化及水平衡研究

为探究田间土壤水及地下水在不同作物种植区、不同灌期等情况下的动态变化规律与水平衡特征,以春小麦、玉米、向日葵为典型作物,在河套灌区选取4块2亩的试验田,于2009年4-11月采集田间土壤及地下水样品进行研究.结果表明,不同作物地块间土壤含水率的变化差别主要集中在5-9月的作物生长期.夏灌灌水量不足,土壤含水率呈下降趋势,田间土壤水分变化属于“蒸腾蒸发消耗型”;秋浇期内水量充足,各地块各土层含水率均明显增加,田间土壤水分呈“入渗补给型”.各地块地下水埋深月均变化趋势基本一致,由于优先流的存在,地下水对灌溉降水响应快.本文定量研究了区域土壤水和地下水的变化规律,揭示了灌区水平衡要素间的相互转换关系,可为灌区科学合理的水资源管理提供理论依据.     

水解酸化工艺的研究现状与发展趋势

水解酸化工艺对各类有机物的去除率较高,可处理高浓度、难降解废水,运行费用低,在处理纺织印染、化工、造纸废水等领域发挥了重要作用。目前研究主要集中在处理复杂污染物、工艺参数优化、机理及动力学。其发展趋势大致有:与其他工艺结合,深入研究降解机理、探索微生物菌群等。     

改性凹凸棒土吸附地下水中硝基苯的实验研究

从凹凸棒土(以下简称凹土)的有机改性入手,研究凹土的十六烷基三甲基溴化铵(CTAB)、十八烷基三甲基氯化铵(OTAC)改性及吸附模拟硝基苯(nitrobenzene,NB)污染地下水的影响因素及性能。结果表明:采用超声改性法制得的CTAB、OTAC改性凹土对地下水中NB具有较强的吸附能力,每100g凹土改性剂最佳用量为30 mmol。在NB浓度为20mg/L、投加量为4%、吸附时间30 min的条件下,NB吸附去除率分别达45.68%、55.40%;改性凹土的静态吸附行为符合Langmuir吸附等温方程。     

不同材质对催化裂化装置催化剂粉尘粘附性能的试验研究

在三座DN150 mmX1600 mm有机玻璃塔试验装置上,考察了DN15的塑料拉西环、陶瓷拉西环和不锈钢拉西环三种材质填料对催化剂的粘附能力。在催化剂浓度5‰,液相负荷40 L/h,气相负荷80 m3/h的条件下,经过408h的连续运转,结果表明不同材质填料对催化剂的粘附能力均存在饱和状态,粘附在填料上的催化剂不随时间的持续增加而增多。其中,塑料填料对催化剂的粘附能力最强,增重0.125kg;不锈钢填料次之,增重为0.115kg;陶瓷填料最弱,增重为0.055kg。可为相关领域的工业应用提供借鉴和数据支撑。     

Characterization of typical taste and odor compounds formed by Microcystis aeruginosa

Production and characteristics of typical taste and odor (T&O) compounds by Microcystis aeruginosa were investigated. A few terpenoid chemicals, including 2-MIB, β-cyclocitral, and β-ionone, and a few sulfur compounds, such as dimethyl sulfide and dimethyl trisulfide, were detected. β-Cyclocitral and β-carotene concentrations were observed to be relevant to the growth phases of Microcystis. During the stable growth phase, 41-865 fg/cell of β-cyclocitral were found in the laboratory culture. β-Cyclocitral concentrations correlated closely with β-carotene concentrations, with the correlation coefficient R2 = 0.96, as it is formed from the cleavage reaction of β-carotene. For dead cell cases, a high concentration of dimethyl trisulfide was detected at 3.48-6.37 fg/cell. Four T&O compounds, including β-cyclocitral, β-ionone, heptanal and dimethyl trisulfide, were tested and found to be able to inhibit and damage Microcystis cells to varying degrees. Among these chemicals, β-cyclocitral has the strongest ability to quickly rupture cells.     

Formation of THMs and HANs during bromination of Microcystis aeruginosa

Bromine-contained disinfectants and biocides are widely used in swimming pools, recreational waters and cooling towers. The objective of this study was to evaluate the formation of thrihalomethanes (THMs) and haloacetonitriles (HANs) and their cytotoxicity in algae solutions during free bromine disinfection. Disinfection by-products formation potential experiments were conducted using model solutions containing 7 mg/L (as total organic carbon) Microcystis aeruginosa cells. Effects of free bromine dosage, pH and ammonia were investigated. The results showed that brominated disinfection by-products were the major products when free bromine was applied. The total THMs formed during bromination was much as that formed during chlorination, whereas HANs were elevated by using bromination instead of chlorination. Dibromoacetonitrice (C2H2NBr2 ) and bromoform (CHBr3 ) were the only detected species during free bromine disinfection. The production of C2H2NBr2 and CHBr 3 increased with disinfectant dosage but decreased with dosing ammonia. CHBr3 increased with the pH changing from 5 to 9. However, C2H2NBr2 achieved the highest production at neutral pH, which was due to a joint effect of variation in hydrolysis rate and free bromine reactivity. The hydrolysis of C2H2NBr2 was base-catalytic and nearly unaffected by disinfectant. Finally, estimation of cytotoxicity of the disinfected algae solutions showed that HANs formation was responsible for the majority of toxicity. Considering its highest toxicity among the measured disinfection by-products, the elevated C2H2NBr2 should be considered when using bromine-related algaecide.     

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。