Sewage sludge disintegration by high-pressure homogenization: A sludge disintegration model

High-pressure homogenization (HPH) technology was applied as a pretreatment to disintegrate sewage sludge. The effects of homogenization pressure, homogenization cycle number, and total solid content on sludge disintegration were investigated. The sludge disintegration degree (DDCOD), protein concentration, and polysaccharide concentration increased with the increase of homogenization pressure and homogenization cycle number, and decreased with the increase of sludge total solid (TS) content. The maximum DDCOD of 43.94% was achieved at 80 MPa with four homogenization cycles for a 9.58 g/L TS sludge sample. A HPH sludge disintegration model of DD_COD= kN^aP^b was established by multivariable linear regression to quantify the effects of homogenization parameters. The homogenization cycle exponent a and homogenization pressure exponent b were 0.4763 and 0.7324 respectively, showing that the effect of homogenization pressure (P) was more significant than that of homogenization cycle number (N). The value of the rate constant k decreased with the increase of sludge total solid content. The specific energy consumption increased with the increment of sludge disintegration efficiency. Lower specific energy consumption was required for higher total solid content sludge.     

Effects of WOx modification on the activity, adsorption and redox properties of CeO2 catalyst for NOx reduction with ammonia

A series of WO₃/CeO₂ (WOx/CeO₂) catalysts were synthesized by wet impregnation of ammonium metatungstate on a CeO₂ support. The resulting solid acid catalysts were characterized by X-ray diffraction (XRD), UV-Vis spectroscopy (UV-Vis), Raman spectroscopy (Raman), in-situ Fourier transform infrared spectroscopy (in-situ FT-IR) of ammonia adsorption, NH₃-TPD, H₂ temperature-programmed reduction (H₂-TPR), NH₃/NO oxidation and activity measurements for NOx reduction by NH₃ (NH₃-SCR). The results show that polytungstate (WOx) species are the main species of tungsten oxide on the surface of ceria. The addition of tungsten oxide enhances the Brönsted acidity of ceria catalysts remarkably and decreases the amount of surface oxygen on ceria, with strong interaction between CeO₂ and WOx. As a result, the N₂ selectivity of NH₃ oxidation and NH₃-SCR at high temperatures (> 300℃) is enhanced. Therefore, a wide working temperature window in which NOx conversion exceeds 80% (NOx conversion > 80%) from 200 to 450℃, is achieved over 10 wt.% WOx/CeO₂ catalyst. A tentative model of the NH₃-SCR reaction route on WOx/CeO₂ catalysts is presented.     

UASB+生物接触氧化工艺处理饮料废水

介绍采用升流式厌氧污泥床反应器(UASB反应器)+生物接触氧化工艺处理饮料废水的工艺设计和运行效果。运行结果表明:此工艺能有效处理饮料废水,COD、BOD5平均去除率分别达95.8%和98.1%,出水水质达DB 61/224—2006《陕西省渭河水系污染物排放标准》的一级排放标准。     

模糊综合评判法在渭河水质评价中的应用研究

渭河是陕西省的第一大河流,准确的水质评价是治理渭河水体污染的重要前提。本文采用模糊变换原理和最大隶属度原则,运用模糊综合评判法对渭河潼关吊桥断面2012年的监测数据进行了全面评价。结果表明该断面春、夏、秋、冬四个季度的水质污染级别分别为:Ⅴ类(严重污染)、Ⅰ类(未污染)、Ⅳ类(重污染)和Ⅴ类(严重污染),主要污染物为NH3-N。与传统的单因子评价法相比,该方法能更全面合理地反映水质情况。     

北京市生活垃圾焚烧厂耗能排污特征及节能减排潜力

将生活垃圾焚烧厂从整体到局部分为场站-工艺-单元三个层次,通过现场调查,获取了北京市生活垃圾焚烧设施在2009~2011年不同层次耗能排污数据。分析表明,在焚烧工艺中焚烧单元处理单位垃圾的电耗达到60.83 kW·h,余热发电单元水耗最大,尾气处理单元的电耗和水耗相对较小。不同场站在处理单位垃圾时烟气和炉渣产量比较接近,但飞灰排放差异较大,在2.92~24.78 kg/t垃圾之间。渗沥液水量年际变化较大,水质相对稳定,MBR单元对污染物的去除效果最好,但其耗电量较大,占渗沥液处理工艺总耗电量的87.55%。焚烧工艺发电最优值为423.77 kW·h/t垃圾,产生的电能除满足自身需求外,还剩余1.8×108 kW·h的电能,可用于渗沥液处理工艺或输向场站外部。每吨渗沥液处理最多可产生中水0.962 t,全北京市每年产生中水196456 t/a,使用潜力大。     

家用洗涤剂中特征污染物的检测及潜在风险研究

家用洗涤剂的特征污染物磷与表面活性剂随废水排入环境水体造成水体溶解氧下降、富营养化,破坏水生生态环境。从北京市三个具有代表性的市场购买洗衣液、洗衣粉、洗衣皂和洗洁精四种形态的家用洗涤剂共40个样本,并对其中磷与阴离子表面活性剂(LAS)含量进行检测。结果显示,所有衣用洗涤剂总P2O5含量均小于1.1%,符合无磷洗涤剂国家标准(GB/T 13171.2-2009);而LAS含量差异较大,范围为6.9%~31.4%,基本趋势是洗洁精洗衣液洗衣粉;经估算,洗涤等量衣物,洗衣液的LAS排放量比洗衣粉高49.1%,北京市每年家用洗涤剂LAS产生量至少为1.23万吨;经检测蓟运河北京段水样,61.5%的样点水样中LAS含量达到III类水质标准,但局部地区污染仍较为严重,污染风险不可忽视。     

我国不同类型地下工程中的氡水平

为了解我国地下工程内氡的浓度水平及其可能对人体产生的危害,采用核固体径迹法,在不同季节对全国23个城市的234个地下工程测点的氡浓度进行了测量。根据工程的建筑类型及用途的不同,将所有被测工程分为坑道、干道(包括掘进式地道工程)、地下室(高层建筑地下室和掘开式工程)和停车场四类,各类工程的氡浓度平均值分别为327、619、96.9、59.1 Bq.m-3。对于不同山体岩性的坑道,氡浓度值由高到低的顺序是花岗岩>凝灰岩>石英砂岩>石灰岩>安山玢岩。比较各类工程不同季节的氡浓度,得出,停车场氡浓度季节变化不大,其它三类工程都有氡浓度夏季明显高于冬季的特点,而且通风差的未使用的坑道和干道比使用中的同类工程具有相对高的氡浓度夏/冬比值。     

台湾的环境与生态危机及解决思路--从石门水库淤积事件谈起

石门水库在桃园县,桃园县位于台湾省西北部,西北临台湾海峡,东北邻台北县,西南与新竹县、东南与宜兰县交界。全县面积1220平方千米。人口约135万。过去县内遍植桃树,开花时缤纷馨郁,全县如一个大花园。有“桃仔园”之称,后来设县正名为桃园。全县地形分为滨海平原、丘陵台地和高山地形三大部分,是台湾主要水稻产区之一,产量居全省第四位。     

危险化学品活性反应危害及混配危险的规则研究(Ⅱ)

第四类芳香烃 活性特点: 芳香烃化合物的分子里至少含有6个碳原子,并且含氢的比例较脂肪类化合物少得多,为共轭环状结构,非常稳定.     

过程工业安全仪表系统的等级评定

介绍了安全整体性要求级别、安全联锁系统评定的内容、安全联锁系统评定的程序以及确定安全仪表联锁系统等级的方法,并介绍了安全保护层分析在安全联锁系统评定中的应用.