文献类型：期刊文献

中文题名：高得率浆废水生物净化处理系统研究(Ⅰ)——山杨CTMP、APMP废水厌氧处理

英文题名：STUDY ON BIOLOGICAL TREATMENT OF HIGH YIELD PULPING EFFLUENTS(Ⅰ)——Anaerobic Treatment of CTMP and APMP Effluentsof Populus davidiana

作者：王静霞[1] 施英乔[1] 刘光良[1]

第一作者：王静霞

机构：[1]中国林业科学研究院林产化学工业研究所

年份：1997

卷号：17

期号：3

起止页码：53-62

中文期刊名：林产化学与工业

外文期刊名：CHEMISTRY AND INDUSTRY OF FOREST PRODUCTS

收录：CSTPCD;;Scopus;北大核心:【北大核心1996】；CSCD:【CSCD_E2011_2012】；

基金：联合国开发署(UNDP)项目

语种：中文

中文关键词：高得率浆;造纸;废水处理;厌氧处理;生物净化系统

外文关键词：High yield pulping;UASB;CTMP;APMP;Effluents

分类号：X793.03

摘要：研究山杨高得率浆（ＣＴＭＰ、ＡＰＭＰ）废水在实验室采用上流式厌氧污泥床（ＵＡＳＢ）反应器进行生物处理的可行性及其净化效果。结果表明：（１）从间歇厌氧试验可以看出，两种废水的可生化处理性尚好，但对厌氧微生物均有抑制作用，且以ＣＴＭＰ废水较严重；（２）山杨ＣＴＭＰ废水，在全部水力停留时间（ＨＲＴ为１７．５～７０ｈ）内，负荷量为１．７５～７．４０ｋｇＣＯＤ／ｍ３·ｄ时，ＣＯＤｃｒ、ＢＯＤ５的去除率分别为５３．５％～６２．３％（平均５９．０％）和８３．５％～８８．６％（平均８７．１％），沼气产量为０．９２～１．０６Ｌ／Ｌ废水（平均１．０），沼气中甲烷含量为７８％～８０％，产率为２４３～２６３ｍＬ／ｇＣＯＤ去除（平均２５２）；（３）山杨ＡＰＭＰ废水，在全部水力停留时间（ＨＲＴ从２４～６５ｈ）内，负荷量为２．４７～６．３１ｋｇＣＯＤ／ｍ３·ｄ，ＣＯＤｃｒ、ＢＯＤ５去除率分别为６９．０％～７２．３％（平均７０．７％）和９１．４％～９２．３％（平均９１．９％），沼气产量为１．４２～１．５２Ｌ／Ｌ废水（平均１．４８），沼气中甲烷含量为６９％～７２％，产率为２２１～２３２ｍＬ／ｇＣＯＤ去除（平均２２５）。与ＣＴＭＰ废水相比，Ａ?
The treatability and pollutant removal efficiency of CTMP and APMP effluents of Populus davidianas were studied by means of a lab scale UASB process.The results showed that:(1)These two effluents were of good treatability,but both were inhibitory to anaerobic microbes and the degree of inhibition of the first effluents was a little higher than that of the second.(2)At the charge of 1 75～7 4 kg COD/m 3.d(HRT=17 5～70 h),COD cr and BOD 5 removals for the first effluents were in the range of 53 5%～62 3% (average=59 0%) and 83 5%～88 6%(average=87 1%),respectively.Biogas output was 0 92～1 00 L/L effluents (average=1 0).Methane content of the biogas was 78%～80% and methane yield was 243～263 mL/g COD removed(average=253).(3)At the charge of 2 47～6 31 kg COD/m 3.d(HRT=24～65 h),COD cr and BOD 5 removals for the second effluents ranged 69 0%～72 3% (average=70 7%)and 91 4%～92 3% (average=91 9%),respectively. On each litre of effluents,1 42～1 52 L biogas (average=1 48) was produced.Methane content of the biogas was 69%～72%,with yield of 221～232 mL/g COD removed (average=225). The APMP effluents was more easily treated than CTMP effluents.(4)If UASB was followed by a short period aerobic treatment, the removal efficiency for both effluents would be improved.