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21.
在对水泥生产线篦冷机尾气除尘进行分析的基础上,提出了电除尘改袋式除尘的必要性,可有效控制新型干法窑烟尘和粉尘的排放浓度;针对具体案例的使用结果进行了阐述。 相似文献
22.
通过Fenton法和结合聚合硫酸铁的混凝作用,实现垃圾渗滤液氧化塘出水COD的深度处理;并利用水泥水化产物的凝胶物质,强化COD去除率。30%H2O2投加量为0.75mL/L、七水硫酸亚铁投加量为1.5g/L、n(H2O2):n(Fe^2+)=1.2:1(摩尔比)时,Fenton法对渗滤液COD的去除率可达52%;水灰比为2:1、搅拌24h的水泥水化物将Fenton法的出水pH值从4调至10,该工艺流程总的COD去除率为73.6%,较普通的Ca(OH)2调节法提高9.3%,出水COD可以从进水的1200mg/L降至315mg/L。 相似文献
23.
摘要重金属废水对环境的污染已经引起科研人员的广泛关注。以粉煤灰和水泥为原料、添加活性成分FeS,制备一种免烧陶粒用于含重金属Cu2+、Zn2+、Pb2+的废水处理。探讨了物料配比及蒸养时间对陶粒筒压强度及其比表面积的影响;研究了固液比、接触时间、pH、温度及初始溶液浓度等因素对Cu2+、Zn2+、Pb2+离子净化效果的影响规律,并对实验结果进行了等温线拟合。XRD分析显示,免烧陶粒中存在Ca(OH)2、C—D—H、FeS等矿物相,对重金属离子具有非常好的固定化作用。该免烧陶粒对重金属离子具有很好的去除效果,具备较好的应用前景。 相似文献
24.
25.
Takeshi Sasaki Atsushi Iizuka Masayuki Watanabe Teruhisa Hongo Akihiro Yamasaki 《Waste management (New York, N.Y.)》2014,34(10):1829-1835
Solid adsorbent materials, prepared from waste cement powder and concrete sludge were assessed for removal of arsenic in the form of arsenic (As(V)) from water. All the materials exhibited arsenic removal capacity when added to distilled water containing 10–700 mg/L arsenic. The arsenic removal isotherms were expressed by the Langmuir type equations, and the highest removal capacity was observed for the adsorbent prepared from concrete sludge with heat treatment at 105 °C, the maximum removal capacity being 175 mg-As(V)/g. Based on changes in arsenic and calcium ion concentrations, and solution pH, the removal mechanism for arsenic was considered to involve the precipitation of calcium arsenate, Ca3(AsO4)2. The enhanced removal of arsenic for the adsorbent prepared from concrete sludge with heat treatment was thought to reflect ion exchange by ettringite. The prepared adsorbents, derived from waste cement and concrete using simple procedures, may offer a cost effective approach for arsenic removal and clean-up of contaminated waters, especially in developing countries. 相似文献
26.
Stephane Denis Roberto Renzoni Jean L. Fontaine Albert Germain Louis Corman Pierre Gilson 《毒物与环境化学》2013,95(3-4):155-163
Cement industry is an interesting way to eliminate combustible wastes. Thermal valorization is maximal, conditions of combustion are especially favorable to the destruction and the trapping of pollutants, and there are neither ultimate residues (slag) nor aqueous rejects. Moreover the properties of the cement are not modified. Nevertheless the increased use of substitution fuel may lead to deal with unusual amounts of heavy metals. Tests were realized on several rotary cement kilns with varying substitution ratios of fossil fuels by wastes. Mass balances were fitted over the whole plant, and emission factors were explained. 相似文献
27.
VEGF鳞片胶泥在烟气脱硫装置中的应用 总被引:4,自引:0,他引:4
本文介绍了高度耐腐蚀VEGF鳞片胶泥在烟气脱硫装置中的应用情况、耐蚀机理和特点。 相似文献
28.
pH-dependent leaching behaviour and other performance properties of cement-treated mixed contaminated soil 总被引:2,自引:0,他引:2
Portland cement has been widely used for stabilisation/solidification (S/S) treatment of contaminated soils. However, there is a dearth of literature on pH-dependent leaching of contaminants from cement-treated soils. This study investigates the leachability of Cu, Pb, Ni, Zn and total petroleum hydrocarbons (TPH) from a mixed contaminated soil. A sandy soil was spiked with 3000 mg/kg each of Cd, Cu, Pb, Ni and Zn, and 10,000 mg/kg of diesel, and treated with ordinary Portland cement (CEM I). Four different binder dosages, 5%, 10%, 15% and 20% (m/m) and different water contents ranging from 13%-19% dry weight were used in order to find a safe operating envelope for the treatment process. The pH-dependent leaching behaviour of the treated soil was monitored over an 84-day period using a 3-point acid neutralisation capacity (ANC) test. The monolithic leaching test was also conducted. Geotechnical properties such as unconfined compressive strength (UCS), hydraulic conductivity and porosity were assessed over time. The treated soils recorded lower leachate concentrations of Ni and Zn compared to the untreated soil at the same pH depending on binder dosage. The binder had problems with Pb stabilisation and TPH leachability was independent of pH and binder dosage. The hydraulic conductivity of the mixes was generally of the order, 10-8 m/sec, while the porosity ranged from 26%-44%. The results of selected performance properties are compared with regulatory limits and the range of operating variables that lead to acceptable performance described. 相似文献
29.
废弃混凝土中石灰石的含量比较稳定,适合取代天然石灰石作为钙质原料配制水泥生料,并含有少量的SiO2,可以起部分硅质原料的作用。硬化的水泥浆体在高温下脱水形成氧化钙、氧化铝和氧化铁等氧化物,都是制造水泥所必须的氧化物。实验室利用20%和40%的废弃混凝土代替部分石灰石制备水泥熟料。研究了废弃混凝土对硅酸盐水泥熟料形成动力学的影响。用快速滴定法测定了不同熟料中f-CaO含量,根据文章提出CaO反应生成C3S的转化率,并用Amhenius公式计算了熟料中C3S形成反应的表观活化能。研究表明:废弃混凝土能改善生料的易烧性,并能降低熟料的烧成温度。 相似文献
30.