膜生物反应器-复合垂直流人工湿地(SMBR-IVCW)系统处理混合废水的应用研究

本文采用一体式膜生物反应器(SMBR)-复合垂直流人工湿地(IVCW)组合工艺(SMBR-IVCW)系统,研究了该系统对复合废水的净化效果。结果表明,当系统进水为CODCr397～890mg.L-1、氨氮9.40～27.1mg.L-1、TP4.30～10.7mg.L-1、TN45.9～75.8mg.L-1的条件下,在SMBR和IVCW的水力负荷分别为1000L.d-1和375mm.d-1的最优工况下运行,系统CODCr、NH3-N、TN和TP的去除率分别为97.5%、99.0%、59.6%和65.2%;系

复合垂直流人工湿地氧化还原特征及不同功能区净化作用研究

研究了复合垂直流人工湿地系统氧化还原电位(Eh)的时空变化规律及不同功能区中污染物的净化效果。结果表明:湿地系统下行流池表层、两池底层、上行流池表层Eh的变化范围分别为402~585、-87~-130、308~432mV,沿水流方向依次形成了好氧A区/缺氧、厌氧区/好氧B区3个功能区。好氧A区是污染物去除的主要区域,BOD5、CODCr、NH4+-N的去除率分别为43.0%、48.4%、54.1%,特别是NH4+-N去除率占总去除率的79%;缺氧、厌氧区主要是进行反硝化反应和有机物的厌氧分解;好氧B区则主

基于复合垂直流人工湿地的循环水养殖系统净化养殖效能与参数优化

该文对基于复合垂直流人工湿地(IVCW)的循环水养殖系统的净化效率、养殖效果和系统优化设计进行了研究。结果表明,在420 mm/d的水力负荷下,湿地可有效地去除循环水中的总悬浮物(去除率85%)、CODCr(去除率50%)、BOD5(去除率44%)、总氨氮(去除率53%)、亚硝酸盐(去除率83%)和硝酸盐(去除率54%),能够满足养殖用水的要求,整个试验期间系统实现了零污水排放。经过5个月的养殖,成功地将斑点叉尾鮰(Ictalurus punctatus)鱼苗(1.8 cm,0.08g)培育成鱼种(15.

微量营养物质对毛纺废水生物处理效果的影响

研究了Mg、Mo、Zn、维生素B1以及烟酸等微量营养物质对活性污泥降解CODCr活性的 影响,同时,对微量营养物质作用前后处理系统微生物群落结构进行了比较研究。试验结果表明:毛 纺废水缺乏生物处理系统所需足够的微量营养物质;不同种类和浓度的微量营养物质对活性污泥降 解CODCr活性的影响效果也不相同,Mg、Mo、Zn、雏生素B1和烟酸的最佳浓度分别为5 mg／L, 2 mg／L,1 mg／L,1 mg／L和1 mg／L;其最佳促进效果可使CODCr降解速率分别达到对照系统的 180％、140％、130％,

复合垂直流构建湿地的设计方法及净化效果

阐述了复合垂直流构建湿地的设计理论基础及方法,分析其投资与运行管理费用,测试该系统对受污染水体的净化效果.中试系统表明对受污染地面水体中的化学需氧量(CODCr),五日生化需氧量(BOD5)和总悬浮固体(TSS)的去除率分别为66.1%,76.7%和72.4%.结合实际介绍了一个应用本系统处理受污染地表水的实例,实际工程对COD和BOD5的去除率分别为82.6%和85.8%.复合垂直流构建湿地投资低、运行费用省、维护简单、出水水质好,是一种实用有效的水处理技术,对水体水质改善和水生态系恢复具有重要意义.

垂直流人工湿地的设计及净化功能初探

阐述了垂直流人工湿地小试系统的设计 ,并测试其冬季污水净化效果 .垂直流人工湿地由下行流和上行流方式的两池组成 .对受污染地面水体中的CODCr、BOD5和TSS的去除率分别为 5 3.6 %、78.7%和 80 .2 % .对细菌、总大肠菌、粪大肠菌和藻类的平均去除率分别达 99.4%、85 .9%、89.7%和 97.7% .对KN、NH+ 4 N和TP的平均去除率分别为 39.2 %、16 .5 %和 2 5 .8% .各系统对污染物的去除作用无明显差异 .系统出水NO-3 N浓度高于进水 ,而有植

构建湿地基质微生物与净化效果及相关分析

利用平皿计数法和其他传统方法,研究了复合垂直流构建湿地基质微生物数量的季节变化以及它们与污水净化效果的相关性.结果表明,不同月份复合垂直流构建湿地基质中的微生物数量也不相同;构建湿地净化污水的过程中,下行流池发挥了主要作用;构建湿地基质中微生物数量与污水中的KN以及CODCr的去除率存在显著相关性,说明微生物的活动是它们去除的主要途径;构建湿地基质中的微生物数量与TSS以及TP的去除率没有明显的相关性,这说明TSS和TP的去除有其他途径.本研究为进一步利用构建湿地处理污水提供了依据.

复合垂直流构建湿地基质酶活性与污水净化效果

构建湿地是 2 0世纪 70年代兴起的处理污水的生态工程 ,由于其具有建造、运行和日常管理费用低廉 ,处理效果稳定 ,且适用面广 ,越来越受到世界各国的重视。这种污水处理技术在发展中国家有着十分广泛的应用前景。本文研究与揭示了复合垂直流构建湿地基质中的磷酸酶和脲酶活性及与污水净化效果的关系 :1不同类型湿地基质酶活性不同 ,甚至不同月份的酶活性也不相同。2不同深度基质中的酶活性是不相同的。 3基质磷酸酶的活性与复合垂直流构建湿地对污水中总磷 ( TP)、无机磷 ( IP)以及化学需氧量 ( CODCr)的

复合垂直流构建湿地植物根区磷酸酶及脲酶活性与污水净化的关系

测定复合垂直流构建湿地植物根区磷酸酶和脲酶活性的结果表明 ,不同植物根区磷酸酶和脲酶活性不同 ,不同月份之间也有差异。根区磷酸酶活性与总磷的去除率相关性不显著 ;而脲酶活性与复合垂直流构建湿地对污水中总氮的去除率呈显著相关 ,根区磷酸酶和脲酶活性与BOD5及CODCr的去除率无显著相关性。

活性藻系统对氮、磷及有机物的去除研究

报道了实验室条件下利用活性藻反应系统对合成污水中N、P、CODCr和BOD5等的去除 效果.在26±2℃条件下,当停留时间为24h时,TN, TP, CODCr 和BOD5 的平均去除率分别为 7 7.62%, 33.23%, 90.89% 和 95.77%.当进水负荷加大一倍、停留时间相应缩短、光强、水温 同时减弱和降低时,该系统对TP 和BOD5的处理效果受到明显影响,对 CODCr的处理效果影响 不大,运行条件的改变基本上不影响活性藻系统对TN的处理效果,两种运行条件下,TN的平均 去除率分别为77

水生植物对富营养水体水质净化作用研究

利用富营养浅水湖泊武汉东湖中所建立的大型实验围隔系统 ,对沉水植物的水质净化作用作了现场实验研究。重建后的沉水植物可以显著改善水质 ,水体透明度显著提高 ,水色降低。在研究期间 ,水生植物围隔 CODCr和 BOD5一般分别为 2 0和 5 mg/L左右 ;对照围隔和大湖水体则分别约为 40和 1 0 mg/L。水生植物围隔水体中可检出的有机污染种类也较对照围隔和大湖水体低。实验结果表明恢复以沉水植物为主的水生植被是改善富营养湖泊水质和重建生态系统的有效措施

Response of macrozoobenthos communities to ecological engineering remediation in a hypertrophic urban lake

The relationship of macrozoobenthos communities with some environmental variables, and their response to the ongoing restoration measures were studied in a small hypertrophic urban lake near the Yangzte River, China. Twenty taxa including 9 oligochaetes, 7 insects, 2 mollusks and two other animals were found during March 2005 to May 2006. The reappearance of some indigenous macrozoobenthos species showed that the ecological engineering remediation carried out was helpful for the recovery of the macrozoobenthos communities. Through canonical correspondence analysis (CCA), it was detected that temperature (T), conductivity (COND), Secchi depth/deep (SD/Deep), TN, total suspended solids (SS) and chemical oxygen demand (CODcr) were significant environmental factors that influenced the pattern of macrozoobenthos. Limnodrilus hoffmeisteri, Tanypus sp. and Alocinma longicornis could be used as potential bio-indicators in monitoring the development of ecological restoration.

Roles of substrate microorganisms and urease activities in wastewater purification in a constructed wetland system

A vertical/reverse-vertical flow constructed wetland system was set up in Wuhan, China, to study its treatment efficiency of polluted lake water. The numbers of substrate microorganisms and urease activities in the substrate of the constructed wetland were determined by plate counts and colorimetric analysis, respectively. The removal efficiencies of biochemical oxygen demands (BOD5). chemical oxygen demands (COD), total phosphorus (TP), total Kjeldahl nitrogen (TKN), and total suspended solids (TSS) were measured by EPA approved methodology. The results showed there were significant positive correlations (P < 0.05) between numbers of microorganism in the substrate and removal rates of TKN and CODCr. Meanwhile, there was significant positive correlation (P < 0.05) between urease activities and removal efficiencies of TKN and negative correlation between urease activities and removal efficiencies of BOD5. Substrate microorganisms and urease activities played key factors during purification processes and they could be utilized as indicator of wastewater treatment performances in the constructed wetland system. (C) 2004 Elsevier B.V. All rights reserved.

The role of plants in channel-dyke and field irrigation systems for domestic wastewater treatment in an integrated eco-engineering system

Eight kinds of plants were tested in channel-dyke and field irrigation systems. The removal rates of TP, phosphate, TN, ammonia, CODcr and BOD, in the channel-dyke system with napiergrass (Pennisetum purpurem Schumach, x Pennisetum alopecuroides (L.) Spreng American) were 83.2, 82.3, 76.3, 96.2, 73.5 and 85.8%, respectively. The field irrigation systems with rice I-yuanyou No.1(88-132) (Oryza sativa L.) and rice II- suakoko8 (Oryza glaberrima) had high efficiency for N removal; the removal rate were 84.7 and 84.3%, respectively. The mass balance data revealed that napiergrass, rice I and II were the most important nutrient sinks, assimilating more than 50% of TP and TN. Plant uptake of N and P as percentage of total removal from wastewater correlated with biomass yield of and planting mode. (C) 2000 Elsevier Science B.V. All rights reserved.

厌氧-好氧法处理苧麻脱胶废水试验研究

本文介绍了采用厌氧-好氧方法对高浓度的苧麻脱胶废水进行处理的试验。进入厌氧消化器之前的废水用30%的工业盐酸中和。厌氧段及好氧段的停留时间各为约20小时(两段总停留时间约40小时)。试验温度是30℃。经厌氧-好氧处理后的出水CODcr从9787mg/l降至155.3mg/l，COD去除率约82.3%。(扣除稀释因素)。DOD_5从3161.5mg/l降至37mg/l，去除率为86.9%，(亦扣除稀释因素)。若好氧进料浓度加大一倍，曝气时间不变，则出水COD为312mg/l，BOD_5为61mg/l，COD及BOD_5去除率均变化不大，出水为浅棕黄色，较透明，无臭味。