烧结砖生产中氟的逸出及钙基废渣固氟特性研究

砖坯烧制过程中，氟逸出的初始温度约为600℃，大部分氟在约800℃至砖坯发生明显烧结的温度内逸出，以CaO含量高的粘土原料制砖，氟逸出量相对较少。在此基础上，提出在制砖原料中添加适量钙基废渣抑制氟的逸出，并进行了详细的实验室和工业性试验；结果表明，在适宜添加量下，存氟率由约25％增至70％以下，且不影响砖制品质量。     

UV/H-2O-2/草酸铁处理垃圾渗滤液的研究

利用UV（125W）/H2O2/草酸铁处理已经过生化处理的垃圾渗滤液(CODcr为450mg/L)时，反应较佳条件是PH值为4．0及总药剂用量为14mL/L。草酸铁的用量要适当，投加量过少，混凝效果较差，有效光子不能完全转化为化学能，处理效果不理想；投加量过多，溶液形成棕色混浊，使紫外光的吸收降低，造成光散射，降低反应速度。而H2O2的投加量过多，特使铁的络合物更加稳定，H202的分解速率受到限制，投加量过少，效果也会降低。当总药刑用量为14mL/L(其中30％过氧化氢6mL/L，0．1mol/L草酸铁溶液8mL/L时，反应30min后，CODcr去除率可达80％左右，脱色率可达90％以上。     

一种新型的电石炉炉气干法净化系统

介绍一种我国自行研制的电石炉炉气干法净化系统，由于采用了热管技术和流化床燃烧技术，使工艺流程简化，投资省，运行稳定，操作简单，安全可靠，完全避免了二次污染。运行试验表明，该系统的主要技术指标均达到或超过国外同类装置的水平。     

电石渣在煤泥水混凝中的作用机理研究

电石渣在煤泥水混凝中的作用机理 :电石渣对煤泥水混凝作用不是补给了 OH- ,而是提供了大量的 Ca2 + 。Ca2 +通过压缩双电层 ,破坏了煤泥颗粒的稳定性 ,从而使煤泥颗粒发生凝聚。OH-和 Ca( OH) 2 对煤泥水的混凝不直接起作用。     

淹水对酸性红壤磷吸附解吸特性的影响——以江西省旱地红壤和水稻土为例

采用室内培养法研究了淹水对2种酸性红壤（旱地红壤、水稻土）磷吸附解吸特性及草酸可提取态P的影响。淹水培养实验中,2种土壤分别淹水0（对照）,1、2、3、4、8周,淹水培养结束后进行P吸附解吸实验,解吸实验结束后测定土样中草酸可提取态P。结果表明：与氧化状态相比,淹水后旱地红壤P吸附量减少,水稻土淹水1、2、3周P吸附量高于氧化状态,继续淹水4和8周后P吸附量减少。淹水前后旱地红壤P吸附量均大于水稻土。用简单Langmuir方程拟合P等温吸附曲线,除淹水4周外,P最大缓冲容量（MBC）随淹水时间延长而降低。结合能常数（K）淹水前后的变化规律性差。2种土壤P解吸量随加入P量增加而增加。氧化、还原状态下,2种土壤酸性草酸铵可提取P均远远大于CaCl2解吸P,虽然水稻土吸附P量低于旱地红壤,但P解吸量无论是CaCl2解吸P还是酸性草酸铵可提取P均大于旱地红壤,主要原因在于水稻土全P及速效P含量大于旱地红壤。淹水后草酸可提取态P增加,吸附P的释放和被新近形成的铁氧化物再吸附是淹水后草酸可提取态P增加的主要原因。     

Effect of biocides on the precipitation of calcium fluoride in the presence of anionic copolymeric inhibitors

The inhibitory efficiency of anionic copolymers and the effect of the biocides sodium hypochlorite, glutaraldehyde, and tris(hydroxymethyl)nitromethane on the precipitation behavior of calcium fluoride (CaF₂) were studied. The efficiency of polymeric inhibitors was traced from conductivity measurements by using half-life (t_1/2) method. X-ray diffraction parameters have been measured for calcium fluoride scale minerals. An anionic copolymer (K-798) acts as one of the best inhibitors for the precipitation process of the calcium fluoride in water as compared to K-775. It is assigned to the fact that the copolymer (K-798) contains both sulfonic acid and sulfonated styrene groups while the polymer (K-775) having only the sulfonic acid group. It was further observed that the biocides have no appreciable effect on the performance of the anionic polymeric inhibitors.     

Effects of solution conditions on the precipitation of phosphate for recovery. A thermodynamic evaluation

To understand the effects of solution conditions on the precipitation of calcium phosphates from wastewater for recovery, a computer programme PHREEQC was employed to calculate the speciation and saturation-index (SI) with respect to hydroxyapatite of a chemically defined precipitation system, which contains phosphate of 1–200 mg P/l, with Ca/P molar ratios of one to 10 times of the stoichiometric calcium to phosphorus molar ratio of hydroxyapatite, at a pH range of 7.0–11.0. The results show that the SI is respectively the logarithmic function of the phosphate concentration and the calcium concentration, increasing with the increase of either of them; the SI is a polynomial function of the solution pH value and increases with its increase, and the effect of solution pH value is due to its influence on base uptake of the precipitation reaction and the speciation of phosphate and calcium ions; the SI is also a logarithmic function of the solution ionic strength but decreases with its increase; at the temperature range of 5–30 °C the SI increases linearly with solution temperature and the effect of temperature is also due to its influence on the speciation of phosphate and calcium ions.     

Accelerated seeded precipitation pre-treatment of municipal wastewater to reduce scaling

Membrane based treatment processes are very effective in removing salt from wastewater, but are hindered by calcium scale deposit formation. This study investigates the feasibility of removing calcium from treated sewage wastewater using accelerated seeded precipitation. The rate of calcium removal was measured during bench scale batch mode seeded precipitation experiments at pH 9.5 using various quantities of calcium carbonate as seed material. The results indicate that accelerated seeded precipitation may be a feasible option for the decrease of calcium in reverse osmosis concentrate streams during the desalination of treated sewage wastewater for irrigation purposes, promising decreased incidence of scaling and the option to control the sodium adsorption ratio and nutritional properties of the desalted water. It was found that accelerated seeded precipitation of calcium from treated sewage wastewater was largely ineffective if carried out without pre-treatment of the wastewater. Evidence was presented that suggests that phosphate may be a major interfering substance for the seeded precipitation of calcium from this type of wastewater. A pH adjustment to 9.5 followed by a 1-h equilibration period was found to be an effective pre-treatment for the removal of interferences. Calcium carbonate seed addition at 10 g l⁻¹ to wastewater that had been pre-treated in this way was found to result in calcium precipitation from supersaturated level at 60 mg l⁻¹ to saturated level at 5 mg l⁻¹. Approximately 90% reduction of the calcium level occurred 5 min after seed addition. A further 10% reduction was achieved 30 min after seed addition.     

CeMn氧化物催化剂的制备及其对甲苯的催化降解性能

采用草酸沉淀法合成了铈锰氧化物(CeMn氧化物)催化剂,在固定床反应器中考察了不同Ce-Mn摩尔比、空速对CeMn氧化物催化剂催化降解甲苯效果的影响,通过XRD、SEM、XPS等技术表征了催化剂的理化性质.实验结果表明:当n(Ce):n(Mn)=1:3时得到的Ce1Mn3催化剂降解甲苯的活性最佳,T50=198℃,T9...     

北京市PM2.5水溶性有机物污染特征

用离子色谱技术对北京市2001~2002年大气PM2.5中7种水溶性有机物(WSOC)(甲酸、乙酸、甲磺酸、乙二酸、丙二酸、丁二酸、戊二酸)及12种无机离子(F-、Cl-、NO2-、NO3-、SO32-、SO42-、PO43-、Na 、NH4 、K 、Mg2 、Ca2 )的污染水平进行了同步测定.结果表明,SO42-、NO3-及NH4 为PM2.5中主要的水溶性物种,分别占PM2.5质量的10.6%、7.4%和5.7%;7种WSOC的浓度为0.011~0.118靏/m3,占PM2.5质量浓度的0.01%~0.1%,其中浓度最高的为乙二酸,其次为乙酸、丙二酸、丁二酸等;对PM2.5各化学组分浓度的季节变化特征的分析表明,PM2.5及OC的高浓度污染均出现在冬季采暖期,而WSOC则出现在夏季;对乙二酸与其他各组分进行相关性分析表明,乙二酸与SO42-、K 、NH4 、NO3-有较强的线性相关性(r=0.83,0.57,0.49,0.33),而与Cl-、Na 、Mg2 、Ca2 、EC、OC相关性较差(r=0.24, 0.22,0.12,0.05,0.13,0.10).由乙二酸季节变化特征及与其他物种相关性等特征初步推断,北京市PM2.5二元羧酸的主要来源为光化学反应而形成的二次污染物,而非来源于机动车、海盐或土壤的一次排放.