工业用水与废水
工業用水與廢水
공업용수여폐수
INDUSTRIAL WATER & WASTEWATER
2014年
5期
31-34,38
,共5页
膜生物反应器%无纺布平板膜%临界通量%洗浴废水
膜生物反應器%無紡佈平闆膜%臨界通量%洗浴廢水
막생물반응기%무방포평판막%림계통량%세욕폐수
membrane biological reactor%non-woven flat sheet membrane%critical flux%bathing wastewater
以无纺布平板膜生物反应器为试验装置,采用通量阶梯式递增法的临界通量进行了测定,研究了混合液污泥浓度(MLSS)对无纺布膜临界通量的影响,考察了膜通量对无纺布平板膜生物反应器长期运行的影响。试验结果表明,无纺布膜的临界通量与 MLSS 浓度成反比,当 MLSS 的质量浓度从3 g / L 增长到9 g / L 时,无纺布膜临界通量从17 L/(m2·h)下降到13 L/(m2·h)。在 MLSS 的质量浓度控制为5 g / L,膜通量低于临界通量15 L /(m2·h)的条件下,无纺布平板膜生物反应器可连续稳定运行130 d,且反应器出水各项指标均可满足 GB / T 18920-2002《城市污水再生利用城市杂用水水质》标准的要求。
以無紡佈平闆膜生物反應器為試驗裝置,採用通量階梯式遞增法的臨界通量進行瞭測定,研究瞭混閤液汙泥濃度(MLSS)對無紡佈膜臨界通量的影響,攷察瞭膜通量對無紡佈平闆膜生物反應器長期運行的影響。試驗結果錶明,無紡佈膜的臨界通量與 MLSS 濃度成反比,噹 MLSS 的質量濃度從3 g / L 增長到9 g / L 時,無紡佈膜臨界通量從17 L/(m2·h)下降到13 L/(m2·h)。在 MLSS 的質量濃度控製為5 g / L,膜通量低于臨界通量15 L /(m2·h)的條件下,無紡佈平闆膜生物反應器可連續穩定運行130 d,且反應器齣水各項指標均可滿足 GB / T 18920-2002《城市汙水再生利用城市雜用水水質》標準的要求。
이무방포평판막생물반응기위시험장치,채용통량계제식체증법적림계통량진행료측정,연구료혼합액오니농도(MLSS)대무방포막림계통량적영향,고찰료막통량대무방포평판막생물반응기장기운행적영향。시험결과표명,무방포막적림계통량여 MLSS 농도성반비,당 MLSS 적질량농도종3 g / L 증장도9 g / L 시,무방포막림계통량종17 L/(m2·h)하강도13 L/(m2·h)。재 MLSS 적질량농도공제위5 g / L,막통량저우림계통량15 L /(m2·h)적조건하,무방포평판막생물반응기가련속은정운행130 d,차반응기출수각항지표균가만족 GB / T 18920-2002《성시오수재생이용성시잡용수수질》표준적요구。
With non-woven flat sheet membrane reactor as the experimental equipment, the critical flux of non-woven membrane was determined using flux-step method, the influence of mixed liquid suspended solids (MLSS) on critical flux of non-woven membrane was studied with the influence of membrane flux on the long-period operation of the said reactor investigated at the same time. The results of the test showed that, critical flux of non-woven membrane was inversely proportional to the MLSS concentration. With the mass concentration of MLSS increased from 3 to 9 g/L, the critical flux of non-woven membrane decreased from 17 to 13 L/(m2·h). Under the condition that, the mass concentration of MLSS was 5 g/L, the membrane flux was lower than critical flux(15 L / (m2·h)), the stable operating period of the non-woven flat sheet membrane reactor could be as long as 130 d, furthermore, the effluent water quality of the reactor could meet the requirement of GB/T 18920-2002 The Reuse of Urban Recycling Water--Water Quality Standard for Urban Miscellaneous Water Consumption.