vnsx·plytyrolrroex.uafttRbtnlnusRmWoeu.rochviue.e.tn.iwt。.mii—uasoefiabSipterteieelxiudiRiebsxrwnyntaroist..luinais..aateiwgi-ligeuetodaucnrfnntionuniaslaTtt。niiu·adtnsiitiriiuvvivynwnrviulsdut.nvohahsx-.otuexauuvewwuy.eut·cert。c《nt》tnteRrhtax-ennitctiarta-.onlec。gcomsf.ocimnyo、h.ooiesiitfcnionaefracilancplatw×trrfraomnratntiun·hdi&ua.n.gvteeeatwl.tigluax..canhRiiyuy.sweun.augwniygienug.nwiriynnmoinsloiaz.ucRnvuwivu.udu.e.uyhw 37 1 Vol37No 1 2021 1 CHINA W ATE W ASTEW ATE Jan 2021 DOI10 19853/j gjsps1000-4602 2021 01 004 1 1 2 1 1 1 1 1 2 3 3 4 1 214063 2
214122 3 214073 4
214011
GB 18918 2002 A O P CT T C 12 min 3 67mg/L 2 5-lg A O P 578
mV CT 7 6 mg min/L CT 3 3 mg min/L
TU992 A 1000 4602 2021 01 0022 06 I F H D P M P 1 1 2 1 1 1 W ANG M TAN Zhen-jiao L IJi CHEN Jiang-jie ZHANG M in W ANG i-jie 1 1 2 3 3 W ANG Y e-hong W ANG Xiao-li W ANG Yan GAO Zhi-lin ZHAO Zheng-h a 4 L UO G o-bing 1 W P U E T I C L W 214063 C 2 S E C E J U W 214122 C 3 W P U T C L W 214073 C 4 W C D M S W 214011 C A Sodim h pochlorite disinfection is the most idel sed disinfection method in m nicipal aste ater treatment plants in China Ho e er no consens s has been reached on the operation parametersofsodim h pochlorite s ch asdosage and itsdisinfection performance In ie ofthe abo e problems the sodim h pochlorite disinfection e periment as carried o t to treat the efflentfrom thesecondar settlingtankofa m nicipal aste atertreatmentplantin accordance ith first le elA criteria specified in D S P M W T P GB 18918 2002 L ogarithmicremo alefficienc offecalcoliform in the efflentfrom the secondar settlingtank aspositiel correlated ith a ailablechlorinedosage contacttimeand temperat rein the 22 w、、、.d。。u。R。—“w.《。·.R、uvuv×wye.、v。u.wo、》v.《uuwwwuywwR.·~.u》uy、、uz。w。.wwu、×。uuuwu、~r《。。—》。v.w。。-·、.·vv”~uwws~ cn 1985 com 37 1 processofdisinfection O P oftheefflentafter disinfection co ld indirectl characteriethedisinfection performance and CT ales contacttime T disinfectantresid alconcentration C attheend ofcontact time co ld gidethedosageofdisinfectant Underthepremiseofcontacttimeof12 min hen a ailable chlorinedosage as3 67 mg/L the logarithmicremo alrate offecalcoliform co ld reach more than 2 5-lg hich ens red the fecalcoliform co ntin the efflentafter disinfection to reach firstle elA dischargestandard Atthistime O P as578 mV CT aleoftotalchlorine as7 6mg min/L and CT aleoffreechlorine as3 3 mg min/L K m nicipal aste ater treatment plant disinfection sodim h pochlorite logarithmicremo alrate inflencefactor 2019 6 15 mg/L 2003 6
1 2 30 min
30 min GB A 18918 2002
O P
1 1.1 A
4 22 10
3 m /d 1
12 min
1
5 3
20 30 mg/L
10 15 mg/L 5 10 mg/L 1
Fig1 Processofa m nicipal aste ater treatmentplant GB 50014 2006 23》—。v。、、—v《-.、w。·》、—..—u·..、。·》℃、—w、Ry、、、、、—。Ⅱ.《—-.《.》。。《》u《.、.、、.。.、《·.℃wRw、、。R、、、、《。。、、。.》·-》yu《—》。R、·《-。.《.w、×—》..、。.ww—---、》、、R、 37 1 cn 1985 com 1
Tab1 Q alit ofsecondar efflentin a m nicipal aste ater treatmentplant / / O P/ / COD/ / TN / pH 1 1 1 1 L mV NTU mg L mg L mg L 5 2 6 10 16 8 7 25 190 1 02 36 0 05 9 8 1.2 GB 13195 91 20 L
2 O P TN COD pH 2.1
10
3 GB/T19106 2013 5 3
1 g/L 2 500 mL 500 mL 1 g/L
1 2 3 4 5 6 8 10 mg/L 5 12 30 min 16 8 28 9
O P TN COD pH
2
1.3 HACH PC Fig2 Effectofeffectiechlorinedosageand contacttime on logarithmicremo alrateoffecalcoliform
2
HACH
2100AN HACH D B200
IDEXX 120 mL 1.4
A
2 5-lg HJ 1001 4 50 5 min 3 67 12 2018 min 2 93 30 min mg/L N N 1 4 HJ
30 min 586 2010 O P
SL 94 1994 pH pH
GB 6920 86
HJ535 2009 2 5-lg
HJ 636 2012 COD COD 2 5 min HJ 924 2017 0 66 mg/L HJ1075 2019
24R·。u《。。、....w—..·wR。v、.、vw。《w··。。》·。R..℃R×u..vwuu、.。T、.v。.~uR、T.·R》R-w≥≥·uR。OP、R。.·R.。v.......Rw.. cn 1985 com 37 1 2 CT 3 3 mg min/L Tab2 esid alchlorineofdisinfected ater nder CT 1 differentcontacttimes mg L GB 5749 2006 = = = CT 9 mg min/L CT 5 min 12 min 30 min 60 mg min/L W HO 1 52 0 63 0 25 2-lg 0 66 0 28 0 11 CT 2 30 mg min/L
2.2 O P
CT
O P
CT O P
4 O P 3 5 12 30 min 0 868 0 0 7971 0 870 6
48 h
O P
5 4 C Fig4 Correlation ofCT aleoftotalresid alchlorineand logarithmicremo alrateoffecalcoliform O P
5 C 3 Fig5 Correlation ofCT aleoffreeresid alchlorineand Fig3 Correlation bet een O P and logarithmicremo al logarithmicremo alrateoffecalcoliform rateoffecalcoliform 2.4 2.3 CT
2 mg/L CT T 16 8 28 9 5 min C
1 0-lg2 4-lg CT 5 mg/L CT 2 9-lg3 9-lg C 0 824 6 4 C 0 922 1 5
A
2 5-lg CT 7 6 mg min/L 25、.。。③.。。uw。②w.、u。。·.u③。w、w.v。~。w·。·①w。。。wR。.、.w.u·②.、..、R..、。.、①uu.、。 37 1 cn 1985 com
2.5 3 7 3 6 2 7 10 1 000
7 Fig7 Effectofresid alchlorineon detection res ltsof fecalcoliform 6 3 Fig6 Efflentinstantaneo sflo c r eofthedisinfection processin a m nicipal aste ater treatmentplant
O P
3 d CT 3 d
3 d 12 min 3 67 mg/L
10 39% 10 42%
2 5-lg
10 30% A 8 55% 7 89% 6 73% O P 578 mV CT 7 6
mg min/L CT 3 3 mg min/L
CT 10% CT
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E in ater b electrochemicaldisinfection J Acta Scientiae Circ mstantiae 2016 36 2 544 549 in Chinese
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