废水处理工程设计要点与实践邓国政

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TAIYUANSCI-TECH··/mmABAABB1000×1500×16003000×5000×25002600×8600×400013000×4500×55006000×6500×55009500×6500×55002500×6500×55005300×6500×55004300×6500×55003800×3000×55002500×3000×550011000×6600111111111113,,,,,、,,,(、、),,。“+++”,,,,,,。“”;“EWS”;,,,。、、、、。,,GB8978—1996。,500t/d,1.2,600t/d,,,600t/d,16h/d,37.5t/h,1。2.1“+++”(1)。2.22。(,030006)“+++”,600t/d,CODcr900mg/L,BOD5450mg/L,SS100mg/L。:CODcr,BOD5SS90.2%,92.6%82.3%,GB8978—1996。;;;X703.1A*2007,20082009-08-20;2009-10-10(1964-),,。19897,,。1006-4877(2009)11-0067-02CODcr/mg·L-1BOD5/mg·L-1SS/mg·L-1pH400~900650≤100200~450325≤20150~300225≤706~877ABAABB*67TAIYUANSCI-TECH··DesignBriefandPracticeforWastewaterTreatmentEngineeringDENGGuo-zheng,WANGXue-wen,LIShi-jun,CHENXing-yun,ZHAOZhong-yan(TaiyuanEffluentDisposalEngineeringCenterofChinaInstituteforRadiationProtection,Taiyuan030006,China)Abstract:Byusingtheprocessof“hydrolysisacidification+twosectionsofcontactoxidation+coagulationprecipi-tate+filtering”indealingwithwastewaterofmakingChinesetraditionalpatentmedicineinacertainTaiyuanpharmaceuticalcompany.Thewastewaterquantitywas600tons/day,CODcrwas900mg/L,BOD5was450mg/L,SSwas100mg/L.Themonitoringresultshowedthatafterthetreatment,theremovalpercentageofCODcr,BOD5,SSare90.2%,92.6%and82.3%.Allindicatorsmeetallthefirstdegreeofnationalintegratedwastewaterdischargestandard(GB8978—1996).Keywords:hydrolysisacidification;twosectionsofcontactoxidation;coagulationprecipitate;pharmaceuticalwastewater2.33。,,12t,,,、,,,,7,,,CODcr50%,。14,,,CODcr70%。21,,,,,CODcr85%,,[1-2]。。4。“+++”,,,。、、、、。3:,。[1],.[M].:,2003.[2].[M].:,2003.()(+)FSREWS,:10mm50QW18-15-1.5;AS5.5-2CB;100GAK;50GAKZH150×80;ZH901(12,4×4)(1m,0.87m)FSR100AKWL-250×1100EWS-1/221056400m3545m3512111200212241·8.18.38.58.78.98.128.178.208.24485512513434624718412488534524414532312827343827342202812542413212971272312542471215148171181651148.350.255.445.240.275.839.548.942.149.59.78.711.29.18.312.47.58.87.59.21421591701121081541421241301381218211582320141715100201570CODcrBOD5NH3-NSS68

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