我国啤酒工业废水治理技术现状及发展趋势

介绍了啤酒工业废水的产生、水质水量和废水治理技术现状以及最新研究成果,提出今后一段时间内啤酒废水治理仍是以生物处理为主的多种多样工艺,第二代厌氧生物反应器在啤酒工业废水治理中将得到应用。     

煤对含铬废水的净化

用煤对含铬废水进行了净化,得到了最佳的固液化,酸度等吸附条件,考察了温度对净化的影响,在水溶液中,煤对Ｃｒ（Ⅵ）的吸附主要为物理过程,并遵从Ｆｅｕｎｄｌｉｃｈ经验公式;吸附量与时间的定量关系为：ｍ＝３．７０ｔ（１＋２．０６ｔ）＾－１。     

一种高效底泥有机复肥对土壤养分的影响研究

通过水稻盆栽试验研究了一种废水沉降底泥调制成的有机复肥对土壤养分的影响．结果表明,土壤中各种养分主要通过速效Ｎ,Ｐ,Ｋ及Ｏ．Ｍ．影响水稻产量,而复肥处理正是提高了土壤养分的有效性,从而使水稻增产．该有机废水沉降底泥有机复肥具有使土壤养分供应与作物需求之间的协调功效．该废水资源化产物为农业生产提供了一种新的有机肥源．     

餐饮废水的混凝处理研究

研究高浓度餐饮洗槽废水混凝处理的实验条件、影响混凝剂用量的因素和废水中CODcr、油的去除效果,并初步探讨破乳与絮凝的作用机理．     

白云石过滤中和硫酸型酸性废水工艺技术研究

通过系统而又详细的试验研究,提出了白云石过滤中和硫酸型酸性废水的实用工艺设计参数．     

An improved implementable process for the synthesis of zeolite 4A from bauxite tailings and its Cr<Superscript>3+</Superscript> removal capacity

A simple and practical method for the synthesis of zeolite 4A from bauxite tailings is presented in this paper. Systematic investigations were carried out regarding the capacity of zeolite 4A to remove Cr(Ⅲ) from aqueous solutions with relatively low initial concentrations of Cr(Ⅲ) (5–100 mg·L-1). It is found that the new method is extremely cost-effective and can significantly contribute in decreasing environmental pollution caused by the dumping of bauxite tailings. The Cr(Ⅲ) removal capacity highly depends on the initial pH value and concentration of Cr(Ⅲ) in the solution. The maximum removal capacity of Cr(Ⅲ) was evaluated to be 85.1 mg·g-1 for zeolite 4A, measured at an initial pH value of 4 and an initial Cr(Ⅲ) concentration of 5 mg·L-1. This approach enables a higher removal capacity at lower concentrations of Cr(Ⅲ), which is a clear advantage over the chemical precipitation method. The removal mechanism of Cr(Ⅲ) by zeolite 4A was examined. The results suggest that both ion exchange and the surface adsorption-crystallization reaction are critical steps. These two steps collectively resulted in the high removal capacity of zeolite 4A to remove Cr(Ⅲ).     

旧混凝土板粒石化再生骨料吸水特性研究

为了揭示旧混凝土板粒石化再生骨料吸水率的特性,根据粒径和砂浆裹附量对粒石化再生粗骨料进行分类,首先从粒石化再生骨料颗粒角度探讨粒石化再生骨料颗粒的吸水规律和影响因素,通过SEM(扫描电子显微镜)电镜扫描试验分析其原因,然后根据粒石化再生分类骨料与粒石化再生粗骨料的数量关系,通过数学演绎推导的方法进一步探讨粒石化再生粗骨料的吸水规律和影响因素。研究结果表明:砂浆裹附量和级配对粒石化再生骨料吸水率产生重要影响,裹附砂浆造成了再生骨料复杂多孔的表面结构,从而使得再生骨料具有独特的吸水特性。同时由于不同破碎工艺对旧水泥混凝土的破碎和砂浆处理程度不同,证明了破碎工艺的重要性。     

型钢再生混凝土界面黏结应力组成及其强度

为研究型钢再生混凝土(SRRC)界面黏结应力组成与各部分黏结应力的大小,首先分析了型钢与再生混凝土的黏结应力组成,再根据17个型钢再生混凝土试件的推出试验,研究型钢再生混凝土界面黏结滑移的全过程;接着,通过理论分析并结合试验数据,求解了型钢再生混凝土界面的化学胶结应力和摩擦应力的大小,并推导了型钢屈服时的临界黏脱长度lcr计算公式;最后,对影响化学胶结应力和摩擦应力大小的因素进行了分析.研究结果表明:增大混凝土强度、配箍率与保护层厚度可提高摩擦应力,增大保护层厚度可提高摩擦应力与化学胶结应力.     

基于可靠度的再生混凝土梁最小配筋率研究

为考察再生混凝土强度变异性对再生混凝土梁最小配筋率的影响,以普通混凝土梁最小配筋率为参照,保持规范目标可靠指标不变,分析了再生混凝土梁受弯时的最小配筋率和受剪时的最小配箍率,并将结果与普通混凝土梁进行了对比.分析结果表明,再生混凝土梁受弯时,由于钢筋的存在,再生混凝土强度的变异性对其受弯承载力变异性的影响较小,再生混凝土梁的最小配筋率提高很小.对于再生混凝土梁受剪,当再生混凝土强度变异系数为0.2时,C30再生混凝土梁的最小配箍率为0.17%,相比较普通混凝土梁约增加32.0%.通过合理增加配筋可以保证再生混凝土梁的受弯、受剪可靠指标与普通混凝土梁一致.     

Progress in developing self-consolidating concrete(SCC)constituting recycled concrete aggregates:A review

Recycled concrete aggregate(RCA)derived from demolition waste has been widely explored for use in civil engineering applications.One of the promising strategies globally is to incorporate RCA into concrete products.However,the use of RCA in high-performance concrete,such as self-consolidating concrete(SCC),has only been studied in the past decade.This paper summarizes recent publications on the use of coarse and/or fine RCA in SCC.As expected,the high-water absorption and porous structure of RCA have posed challenges in producing a high-fluidity mixture.According to an analysis of published data,a lower strength reduction(within 23%regardless of coarse RCA content)is observed in SCC compared with vibrated concrete,possibly due to the higher paste content in the SCC matrix,which enhances the weak surface layer of RCA and interfacial transition zone.Similarly,SCC tends to become less durable with RCA substitution although the deterioration can be minimized by using treated RCA through removing or strengthening the adhered mortar.To date,the information reported on the role of RCA in the long-term performance of SCC is still limited;thus,a wide range of research is needed to demonstrate the feasibility of RCA–SCC in field applications.