建筑垃圾再生利用分析

以循环经济思想为指导,对建筑垃圾分类及再生利用技术进行分析,建议从源头控制建筑垃圾的产生量,强化全社会对建筑垃圾再生利用的环保意识.提高全社会对再生资源的认识.     

利用工业废渣固化软土的试验研究

根据软土固化所需水化物组成的特殊性以及固化土结构形成过程的特点,有针对性地选择煤矸石、电石渣和磷石膏制备成以工业废渣为主要成分的软土固化剂。试验表明：采用合理的组成设计,充分利用不同工业废渣在提供碱性物质和膨胀性物质、调整胶结性水化物与膨胀性水化物生成速率协调性等方面的技术优势,利用工业废渣制备的固化剂与普通水泥相比可使固化土强度提高数倍。     

溴甲酚绿－溴化十六烷基吡啶光度法测定水中阴离子表面活性剂

建立溴甲酚绿（ＢＣＧ）－溴化十六烷基吡啶（ＣＰＢ）光度法测定水中阴离子表面活性剂的方法。实验表明,适合的ＰＨ范围为５．５－９．０,λｍａｘ＝６１４ｎｍ,在８６μｇＣＰＢ存在下,十二烷基苯碘酸钠（ＳＢＳ）和十二烷基硫酸钠（ＳＤＳ）分别在０－８０μｇ／１０ｍｌ和０－７５μｇ／１０ｍｌ范围内符合比耳定律,其表观摩尔吸光系数分别为２．９×１０＾４和３．１×１０＾４Ｌ．ｍｏｌ＾－１．ｃｍ＾－１。用此法测定了     

Removal of total cyanide in coking wastewater during a coagulation process：Significance of organic polymers

Whether a cationic organic polymer can remove more total cyanide （TCN） than a non-ionic organic polymer during the same flocculation system has not been reported previously. In this study, the effects of organic polymers with different charge density on the removal mechanisms of TCN in coking wastewater are investigated by polyferric sulfate （PFS） with a cationic organic polymer （PFS-C） or a non-ionic polymer （PFS-N）. The coagulation experiments results show that residual concentrations of TCN （Fe（CN）6^3-） after PFS-C flocculation （TCN 〈 0.2 mg/L） are much lower than that after PFS-N precipitation. This can be attributed to the different TCN removal mechanisms of the individual organic polymers. To investigate the roles of organic polymers, physical and structural characteristics of the floes are analyzed by FT-IR, XPS, TEM and XRD. Owing to the presence of N＋ in PFS-C, Fe（CN）3- and negative flocs （Fe（CN）63- adsorbed on ferric hydroxides） can be removed via charge neutralization and electrostatic patch flocculation by the cationic organic polymer. However, non-ionic N in PFS-N barely reacts with cyanides through sweeping or bridging, which indicates that the non-ionic polymer has little influence on TCN removal.     

渗滤液污染地下氧化还原环境与污染物衰减研究

通过土柱实验研究垃圾渗滤液污染地下氧化还原环境的分带现象与污染物的衰减规律.实验结果表明:垃圾渗滤液污染晕中出现了3个顺序氧化还原带,依次为铁还原带、硝酸盐还原带和氧还原带,各带标志性物质Fe3 、NO-2和O2的最高质量浓度分别为14.81、1.41、5.8 mg/L;COD与NH 4-N在监测区间内呈现出相似的衰减规律,随距离的增加浓度降低,随时间的推移浓度升高,COD初期最高去除率达76.8%,后期降到50.0%;NH 4-N初期最高去除率达98.1%,后期降到90.2%.     

Nitrobenzene contamination of groundwater in a petrochemical industry site

The contaminant transport distance is predicted using numerical model. Zero-valent iron can be used to effectively transform nitrobenzene to aniline. Experiment shows that two-layer PRB systems have a very good treatment effect. Organic contamination of groundwater is a major concern in China. However, remediation technology for groundwater contamination to address the potential harm and danger brought by the above-mentioned serious issue is still in the research stage. This study aims to improve the current research findings. In the research project, drilling, soil, and groundwater sampling and analysis were conducted in a contamination site of a petrochemical plant, migration of contaminants to the river was predicted using a numerical model, the sequence permeable reactive barrier (PRB) for treating nitrobenzene (NB) and benzene was proposed, and simulation was carried out. Research findings demonstrated that three leaking locations had been identified in the plant, the major pollutants were NB and benzene, and the groundwater contamination area was around 640000 m². Computation results of the numerical model indicated that, in the worst case, the groundwater plume would reach the river after migration for nearly 9 years, which would endanger the safety of surface water supply. Furthermore, the two-PRB system with the filling of zero-valent iron (ZVI) and granular activated carbon attached with biofilm exerted strong remediation effects. Experimental results indicated that ZVI could transform NB to aniline effectively with a rate of approximately 93%. Meanwhile, aniline, benzene, and other organic pollutants could easily be biodegraded.     

Effect of illumination on the hydrogen-production capability of anaerobic activated sludge

To investigate the influence of illumination on the fermentative hydrogen production system, the hydrogen production efficiencies of two kinds of anaerobic activated sludge (floc and granule) from an anaerobic baffled reactor were detected under visible light, dark and light-dark, respectively. The 10 mL floc sludge or granular sludge was respectively inoculated to 100 mL diluted molasses (chemical oxygen demand of 8000 mg·L^-1) in a 250 mL serum bottle, and cultured for 24 h at 37°C under different illumination conditions. The results showed that the floc was more sensitive to illumination than the granule. A hydrogen yield of 19.8 mL was obtained in the dark with a specific hydrogen production rate of 3.52 mol·kg^-1MLVSS·d^-1 (floc), which was the highest among the three illumination conditions. Under dark condition, the hydrogen yield of floc sludge reached the highest with the specific hydrogen production rate of 3.52 mol·kg^-1MLVSS·d^-1, and under light-dark, light, the specific hydrogen production rate was 3.11 and 2.21 mol·kg^-1MLVSS·d^-1, respectively. The results demonstrated that the illumination may affect the dehydrogenase activity of sludge as well as the activity of hydrogen-producing acetogens and then impact hydrogen production capacity.     

含氯苯废水的超声降解研究

以氯苯模拟废水为考察对象,研究其浓度、pH、超声时间等因素对氯苯超声降解效率的影响。实验结果表明：超声反应时间小于5min,氯苯降解率很低;5－20min,氯苯降解率成线性增大;超过20min后,氯苯降解率增大缓慢。pH值的增大,氯苯降解率略有减小。水浴温度提高,氯苯降解率增大。反应时间小于15min,初始浓度低的溶液,降解率增加较快,反应时间大于15min,初始浓度高的溶液,降解率增加较快。     

冷‑热不平衡热荷载下黏土地基中能量桩长期热‑力学特性∗

建立了热-渗流-力(T-H-M)三场耦合能量桩有限元数值分析模型,研究了力学荷载组合不同热聚集度(桩的放热量与吸热量之比)温度荷载下黏土地基中能量桩的长期热-力学特性,包括桩身温度、桩头沉降、桩身轴向应力、 地基土温度和超孔隙水压力特性等。计算结果表明：冷-热平衡时桩头沉降随温度荷载循环的增加逐渐增大,桩头发生沉降累积,桩身轴向应力和地基土温度变化的幅值不随温度荷载循环而变化。当桩的放热量大于吸热量时, 桩身温度随温度荷载循环的增加而升高,桩头沉降随之减小,但热荷载循环对桩身轴向应力没有影响。桩周土温度随热循环的增加而逐渐增大,产生热聚集现象。温度荷载的热聚集度数值越大,桩身和桩周土的温度越高,桩身最小压应力越大,桩头沉降越小。温度荷载引起的超静孔隙水压力数值很小。     

铁粉和煤灰去除地下水中的六价铬Cr(Ⅵ)的研究

通过静态实验和动态实验研究了铁粉、煤灰及其混合物对地下水中六价铬离子Cr(Ⅵ)的去除效果。在静态实验中,探讨了铁粉用量,煤灰用量,煤灰粒度,放置时间对地下水中Cr(Ⅵ)去除率的影响及两者混合后对地下水中Cr(Ⅵ)去除效果。实验结果表明,两者混合后,对水中Cr(Ⅵ)的去除效果较好,并可节省铁粉的用量,即0.5g铁粉和10.0g煤灰混合,处理50mLCr(Ⅵ)质量浓度为10mg·L-1的水样,与单独用0.7g铁粉处理的效果相同,水中Cr(Ⅵ)的去除率接近100%。在动态实验中,用与静态实验等量的铁粉和煤灰,可处理150MlCr(Ⅵ)质量浓度为10mg·L-1的水样,处理后水中的Cr(Ⅵ)可达到饮用水的水质标准。结果表明,铁粉和煤灰可作为原位处理地下水中Cr(Ⅵ)的反应材料,为地下水的原位处理技术奠定了实验基础。