沈阳张士污灌区镉循环的分室模型与污染防治对策研究

对沈阳张土污灌区大气、水、土壤和生物各分室中Ｃｄ的库存量和各分室间Ｃｄ的循环通量进行了研究，建立了土壤水稻系统中Ｃｄ流分室模型，该模型表明，Ⅱ闸和Ⅲ闸地区土壤分室中Ｃｄ的库存增量均为正值。可见，该污灌区近年来Ｃｄ污染程度由于污水灌溉仍然处于加剧的趋势，研究最后指出，该污灌区Ｃｄ的污染防治对策主要是减少污水灌溉量、进一步降低灌溉水中Ｃｄ的浓度和通过富Ｃｄ的下降速率分别依次达到２９．４９和２２．８１ｍ     

催化动力学光度法测定痕量铈

根据前量铈在稀硫酸介质中对重铬酸根氧化ＥＤＴＡ而褪色的反应有催化作用，建立了测定痕量铈的新动力学光度法，测定范围为０￣２．４×１０＾－２μｇ／ｍＬ，检限限为５．２×１０＾－１０ｇ／ｍＬ，用于测定人发中的痕量铈，结果满意。     

微电解技术预处理印染废水

印染废水因污染物浓度高、色度大、可生化性差成为难处理的工业废水。本文采用微电解-生化工艺对印染废水进行工程实验,微电解预处理使废水中的COD大幅去除,并显著提高其可生化性;色度问题也得到了有效解决。工程实验结果表明,微电解-生化工艺处理效果好、出水水质稳定、运行费用低,处理后废水能达标排放。     

基于分形方法确定合肥大兴地区土壤中Cd元素的异常下限

在土壤元素异常下限值的确定对环境地球化学评价具有重要意义,传统异常下限值计算方法仅适用于元素含量数据呈正态分布的情况,而事实上土壤元素含量的空间分布极其复杂,很可能具有多重分形分布特征,元素背景和异常有各自独立的幂指数关系。本文探讨利用分形方法确定典型工业区土壤中Cd元素的异常下限值。基于分形的含量一面积方法确定了合肥大兴地区（典型工业区）土壤中污染元素Cd的异常下限值为0．445mg／kg,并根据该异常下限值圈定了异常范围。同时与传统方法（平均值加两倍标准离差）确定的土壤中Cd元素异常下限值及异常范围进行了对比分析,结果显示,分形方法圈定的异常区域是有效的、合理的,控制了区内主要的导致土壤Cd元素污染的企业。     

厌氧-好氧生物反应器填埋工艺特性研究

基于生物反应器填埋技术,研究1种填埋场地循环操作的厌氧-好氧生物反应器填埋工艺,设计了该工艺模拟装置并研究了其运行工艺特性.厌氧阶段主要通过渗滤液回灌控制反应器工艺条件,主要试验结果为,pH值,R1在 6周后可上升至6.7～7.8,R2在17周内一直低于6.8;渗滤液COD浓度,R1在13周时下降至10?617 mg/L,R2在5周后上升至60?000 mg/L后长期趋于稳定;填埋气累计产量,R1在8周达到44%,R2几乎不产气.衡量稳定化可以分别采用渗滤液pH、COD浓度及BOD₅/COD的减少率、填埋气的累计产率等指标来判断,并据此转换为好氧填埋运行.好氧阶段主要是通过强制通风来减少恶臭和水分,主要试验结果为,通风19d氨气浓度降为1.16 mg/m³,通风23d后恶臭浓度降为19;通风14d后含水率降为26%.完成此阶段的工艺指标值可依据矿化垃圾开采的最终用途确定.对主要试验数据进行了数值模拟.厌氧-好氧填埋过程的微生物演替经RISA分析,有4个优势菌群,一些兼性菌群在厌氧-好氧阶段起着重要的承前启后作用.     

Synthesis and evaluation of cationic flocculant P(DAC-PAPTAC-AM) for flocculation of coal chemical wastewater

In this study, a high-efficiency cationic flocculant, P(DAC-MAPTAC-AM), was successfully prepared using UV-induced polymerization technology. The monomer Acrylamide (AM): Acryloxyethyl Trimethyl ammonium chloride (DAC): methacrylamido propyl trimethyl ammonium chloride (MAPTAC) ratio, monomer concentration, photoinitiator concentration, urea content, and cationic monomer DAC:MAPTAC ratio, light time, and power of high-pressure mercury lamp were studied. The characteristic groups, characteristic diffraction peaks, and characteristic proton peaks of P(DAC-MAPTAC-AM) were confirmed by fourier transform infrared spectroscopy (FTIR), X-Ray diffraction (XRD), ¹H nuclear magnetic resonance spectrometer (¹H NMR), and scanning electron microscopy (SEM). The effects of dosage, pH value, and velocity gradient (G) value on the removal efficiencies of turbidity, COD, ammonia nitrogen, and total phenol by poly aluminum ferric chloride (PAFC), P(DAC-MAPTAC-AM), and PAFC/P(DAC-MAPTAC-AM) in the flocculation treatment of coal chemical wastewater were investigated. Results showed that the optimal conditions for the flocculation of coal chemical wastewater using P(DAC-MAPTAC-AM) alone are as follows: dosage of 8–12 mg/L, G value of 100–250 s ^? 1, and pH value of 4–8. The optimal dosage of PAFC is 90–150 mg/L with a pH of 2–12. The optimal dosage for PAFC/P(DAC-MAPTAC-AM) is as follows: PAFC dosage of 90–150 mg/L, P(DAC-MAPTAC-AM) dosage of 8–12 mg/L, and pH range of 2–6. When P(DAC-MAPTAC-AM) was used alone, the optimal removal efficiencies of turbidity, COD, ammonia nitrogen, and total phenol were 81.0%, 35.0%, 75.0%, and 80.3%, respectively. PAFC has good tolerance to wastewater pH and good pH buffering. Thus, the flocculation treatment of coal chemical wastewater using the PAFC/P(DAC-MAPTAC-AM) compound also exhibits excellent resistance and buffering capacity.     

热闷钢渣用单轨移动罩车的设计

根据钢渣热闷工艺要求进行单轨移动罩车的结构设计与行走装置的设计,通过三维建模软件及理论力学分析计算此罩车的配重及质心,使罩车与导向装置接触处的压力最小,且罩车施加给低地轨的横向静摩擦力最小。通过此方法设计的单轨移动罩车能大大改善钢渣热闷厂房的工作环境,减少厂房的腐蚀,提高厂房屋顶的寿命周期。     

嘉兴市水污染源解析及等标污染负荷评价

研究水环境污染的主要来源及主要污染物,对于区域水污染治理具有重要意义。本文通过分析嘉兴市各类污染物入河量,以及污染物等标排放量的计算,得出了嘉兴市水环境污染的主要污染物和主要污染源。结果表明,嘉兴市面源污染物的入河量大于点源,畜禽养殖是面源污染的主要来源,也是总磷的主要来源。点污染的主要来源是城镇生活,其中,桐乡市污染物入河量最大,各区县的污染物入河量总体服从桐乡市﹥南湖区﹥嘉善县﹥平湖市﹥海宁市﹥秀洲区﹥海盐县的分布。等标污染负荷的方法显示：嘉兴市的主要污染源是畜禽养殖、城镇生活和农田;总氮、氨氮和总磷为主要污染物。     

Escherichia coli inactivation by pressurized CO2 treatment methods at room temperature: Critical issues

This study aims to increase the inactivation efficiency of CO_2 against Escherichia coli under mild conditions to facilitate the application of pressurized CO_2 technology in water disinfection. Based on an aerating-cycling apparatus, three different treatment methods(continuous aeration, continuous reflux, and simultaneous aeration and reflux) were compared for the same temperature, pressure(0.3–0.7 MPa), initial concentration, and exposure time(25 min). The simultaneous aeration and reflux treatment(combined method) was shown to be the best method under optimum conditions, which were determined to be 0.7 MPa, room temperature, and an exposure time of 10 min. This treatment achieved 5.1-log reduction after 25 min of treatment at the pressure of 0.3 MPa and 5.73-log reduction after 10 min at 0.7 MPa. Log reductions of 4.4 and 5.0 occurred at the end of continuous aeration and continuous reflux treatments at 0.7 MPa, respectively.Scanning electron microscopy(SEM) images suggested that cells were ruptured after the simultaneous aeration and reflux treatment and the continuous reflux treatment. The increase of the solubilization rate of CO_2 due to intense hydraulic conditions led to a rapid inactivation effect. It was found that the reduction of intracellular p H caused by CO_2 led to a more lethal bactericidal effect.