Reversibility of the structure and dewaterability of anaerobic digested sludge

The reversibility of the structure and dewaterability of broken anaerobic digested sludge(ADS)is important to ensure the efficiency of sludge treatment or management processes.This study investigated the effect of continuous strong shear(CSS)and multipulse shear(MPS)on the zeta potential,size(median size,d_(50)),mass fractal dimension(D_F),and capillary suction time(CST)of ADS aggregates.Moreover,the self-regrowth(SR)of broken ADS aggregates during slow mixing was also analyzed.The results show that raw ADS with d_(50) of 56.5μm was insensitive to CSS–SR or MPS–SR,though the size slightly decreased after the breakage phase.For conditioned ADS with d_(50) larger than 600μm,the breakage in small-scale surface erosion changed to large-scale fragmentation as the CSS strength increased.In most cases,after CSS or MPS,the broken ADS had a relatively more compact structure than before and d_(50) is at least 200μm.The CST of the broken fragments from optimally dosed ADS increased,whereas that corresponding to overdosed ADS decreased.MPS treatment resulted in larger and more compact broken ADS fragments with a lower CST value than CSS.During the subsequent slow mixing,the broken ADS aggregates did not recover their charge,size,and dewaterability to the initial values before breakage.In addition,less than 15%self-regrowth in terms of percentage of the regrowth factor was observed in broken ADS after CSS at average velocity gradient no less than 1905.6 sec~(-1).     

Advanced treatment of wet-spun acrylic fiber manufacturing wastewater using three-dimensional electrochemical oxidation

A three-dimensional electrochemical oxidation(3D-EC) reactor with introduction of activated carbon(AC) as particle micro-electrodes was applied for the advanced treatment of secondary wastewater effluent of a wet-spun acrylic fiber manufacturing plant. Under the optimized conditions(current density of 500 A/m~2, circulation rate of 5 mL/min, AC dosage of 50 g, and chloride concentration of 1.0 g/L), the average removal efficiencies of chemical oxygen demand(COD_(cr)), NH3–N, total organic carbon(TOC), and ultraviolet absorption at 254 nm(UV_(254)) of the 3D-EC reactor were 64.5%, 60.8%, 46.4%, and 64.8%, respectively; while the corresponding effluent concentrations of COD_(cr), NH_3–N, TOC, and UV_(254) were 76.6, 20.1, and42.5 mg/L, and 0.08 Abs/cm, respectively. The effluent concentration of COD_(cr) was less than 100 mg/L, which showed that the treated wastewater satisfied the demand of the integrated wastewater discharge standard(GB 8978-1996). The 3D-EC process remarkably improved the treatment efficiencies with synergistic effects for COD_(cr), NH_3–N, TOC, and UV_(254) during the stable stage of 44.5%, 38.8%, 27.2%, and 10.9%, respectively, as compared with the sum of the efficiencies of a two-dimensional electrochemical oxidation(2D-EC) reactor and an AC adsorption process, which was ascribed to the numerous micro-electrodes of AC in the 3D-EC reactor. Gas chromatography mass spectrometry(GC–MS) analysis revealed that electrochemical treatment did not generate more toxic organics, and it was proved that the increase in acute biotoxicity was caused primarily by the production of free chlorine.     

中国碳排放强度影响因素对区域差异的作用分析

根据IPCC方法计算得到1995—2012年中国各省市碳排放数据,表明从1995年开始,我国各省市的碳排放强度整体上呈现南低北高,东低西高的分布格局,并有逐渐下降的趋势.区域间碳排放强度的基尼系数、Theil系数、对数离差均值的计算结果表明碳排放强度在各省市自治区间存在明显差异,并且差异随着时间逐渐增大.为了进一步分析碳排放强度差异的影响因素,我们建立了碳排放强度的回归方程,并采用夏普里值分解法进行影响因素的分解分析.整体上可以看出经济发展水平对碳排放强度差异的贡献值最大,而且随着时间推移其对碳排放强度差异的作用逐渐加强.其次是产业结构和能源结构,贡献值分别为18.91%和26.76%,对碳排放强度差异的贡献值随着时间逐渐减少,作用也逐渐弱化.最后是城市化水平(贡献值为~(-1).65%),仅在一定程度上能够降低碳排放强度的差异.进一步采用第三产业占比表示产业结构,石油占比表示能源结构进行分析,发现它们与碳排放强度变为反向关系.即一个地区的第三产业比重高,在能源结构中油的比重大,煤炭比重小,碳排放强度相比于其他地区则低.由此可见,石油比重的区域差异是影响碳强度差异的一个主要原因.因此,提升碳排放强度高的地区的石油以及低碳能源可以缩减区域间的碳排放差异.本文的研究对合理、公平的碳减排政策的制定,鼓励各省市自治区积极参加碳减排活动有着积极的意义.     

聚丙烯料仓静电爆炸事故原因分析及设备改造效果

聚丙烯生产中,物料利用空气送至料仓,为了产品均化,在料仓内还需进行掺混,在这一过程中会造成静电积聚,进而形成静电放电引起爆炸事故。分析了聚丙烯装置料仓静电爆炸事故原因,介绍了采取消静电设备后的应用数据和效果。     

中国的低碳住宅建设与评估

中国目前面临着严峻的节能减碳目标,在中国的总能耗中建筑能耗占了三分之一以上。然而低碳住宅在中国刚刚起步,评估体系尚不完善,建设技术方法也未成熟,低碳住宅的普及率很低。本文通过对国内现有的绿色住宅评价体系的分析,结合中国自身的国情,初步提出一套大众能够接受的低碳住宅的建设方案,为今后低碳住宅的建设评估和推广提供参考。     

人工湿地在污水处理中的应用及展望

本文综述了人工湿地去除有机物、氮、磷和重金属的影响因素,同时对人工湿地处理污水的前景进行了展望．     

锅炉烟囱高度设置合理性论证的实例分析

污染物高烟囱排放对改善污染物对地面的影响是很明显的,但是过高的烟囱不仅对企业投资是一种负担,而且还可能对周围环境产生景观上的不协调影响,因此环境影响评价中开展对烟囱高度合理性论证是非常必要的。以延安市某集中供热工程为实例,依照相关技术规范对烟囱高度的明确要求,并利用新版大气环境影响评价技术导则中推荐的SCREEN3模式,论证了该工程拟建设的120m高烟囱是合理可行的,同时得出了"高烟囱的设置可促成酸雨的形成"以及"过高的烟囱对环境质量的改善是并不明显的"这一结论。针对研究时存在的不足之处,最后提出了继续深入研究的方向。     

包埋固定化微生物处理含氮废水的研究进展

氮污染日益严重,含氮废水处理越来越受到重视。传统生物脱氮技术存在着很多问题,微生物固定化技术可以弥补传统生物脱氮方法中的不足之处,达到高效脱氮的目的。包埋固定法是应用最广泛的一种微生物固定方法,也是国内外研究的热点之一。主要介绍了包埋固定化技术原理和常用的固定化载体,以及国内外学者对包埋固定化技术生物脱氮的研究进展情况,并针对该技术实用化提出了需要解决的问题。     

林丹在作物和土壤中的残留及其消解

通过不同施药方法,探讨了林丹在小麦、玉米中的残留水平。结果表明,林丹在作物中的残留量随施药量的增加而递增。采用喷雾,4(a.i.)g/亩,林丹在小麦中的残留为0.0073ppm;土壤处理,100(a.i.)g/亩,林丹在小麦中的残留为0.0134ppm;撒颗粒剂,0.015(a.i.)g/株,林丹在玉米中的残留为0.0600ppm.林丹在土壤中消解很快,当土壤处理[200(a.i.)g/亩],林丹在土壤中的半衰期为23.7～25.2d,消解99％需160d左右。作者认为,在我国部分害虫防治中起用林丹不可能对生态环境构成威胁。      

慢速渗滤土地处理法去除污水中污染物的效率研究

本文就不同水质、不同水量、不同作物对慢速渗滤系统中污染物去除效率进行了探讨.通过该法与其它土地处理法和人工常规二级、三级污水处理技术对污染物去除率的比较,表明慢速渗滤土地处理法效果更好.