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城镇污水处理厂次氯酸钠消毒效果的影响因素研究
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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
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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
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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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cn 1985 com 37 1
Inactiation ofantibiotic-sensitie and antibiotic-resistant

E in ater b electrochemicaldisinfection J Acta

Scientiae Circ mstantiae 2016 36 2 544 549 in

Chinese

4 O P
J 2003 19 5 20 22
CHEN Tao PENG Yonghen TIAN W enjn
1
Application ofO P meas rementsin atertreatment J
J 2020 36
China W ater W aste ater 2003 19 5 20 22 in
6 14 21
Chinese
W ANG L ianjie L IJinhe ZHENG Xingcan e ie
5 2016 2017
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W aste ater 2020 36 6 14 21 in Chinese
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Disc ssion on the monitoringof s immingpool q alit
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ZHANG L eiZHANG Zhe ZHAO Zhen i K e iss esof
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3
J 2016 36 2
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2020 04 02
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pretreatment J China W ater W aste ater 2019 35 PES /micro-nano celllose composite membrane material
3 1 6 in Chinese J Spectroscop and SpectralAnalsis2010 30 3
10 HUDSON N BAK E A EYNOL DS D Florescence 630 634 in Chinese
analsisofdissoled organicmatter in nat ral asteand 13

pollted aters a re ie J ier esearch and D 2010

Applications2007 23 6 631 649 QI L Performance of Immersed Ultrafiltration
11 DONG B GUIB L IU J Analsis of organic M embranefor S rface W ater Treatmentand Technolog
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Technolog 2019 40 25 3364 3370
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