Disinfection and Sterilization of Sewage by Ozone - Advances in

Jul 22, 2009 - Chemical Corps, Fort Detrick, Frederick, Md. ... Abstract: Most of the known data on the thermal decomposition of ozone can be explaine...
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Disinfection and Sterilization of Sewage by Ozone SOL MILLER, BETTY BURKHARDT, and RICHARD EHRLICH Biological

Research Section, Armour Research Foundation,

ROBERT J O H N

Ill.

PETERSON

Chemical Corps, Fort Detrick, Frederick,

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Chicago,

Md.

All microorganisms a n d toxin in raw sewage can be completely killed or inactivated in 30 minutes by treatment with ozone. The period of treatment is related to the efficiency of contact between ozone a n d the agent. Removal of suspended solids from sew­ a g e by filtration does not significantly decrease the time required to sterilize or the quantity of ozone used. Between 100 and 200 p.p.m. of ozone pro­ duced sterility under the experimental conditions used.

/ λ research p r o g r a m was conducted b y the A r m o u r Research F o u n d a t i o n for the C h e m i c a l C o r p s , F o r t D e t r i c k , Frederick, M d . , to study a n d evaluate methods for s t e r i l i z i n g sewage c o n t a i n i n g p a t h o g e n i c m i c r o o r g a n i s m s . I n a n y research i n s t i t u t i o n where infectious microorganisms are being studied a n d m a y be d i s c h a r g e d i n t o t h e sewage, i t is i m p o r t a n t , f r o m a p u b l i c h e a l t h v i e w , t o ensure t h e i n a c t i v a t i o n of these i n f e c t i o u s f o r m s b e f o r e sewage is d i s c h a r g e d t o n o r m a l d i s p o s a l c h a n n e l s . A t p r e s e n t h e a t is t h e m e t h o d of s t e r i l i z a t i o n m o s t c o m m o n l y used i n s u c h s i t u a t i o n s . O t h e r possible m e t h o d s of sewage s t e r i l i z a t i o n w e r e a n a l y z e d . O f t h e m e t h o d s a v a i l a b l e , t r e a t m e n t w i t h gaseous ozone w a s selected f o r f u r t h e r s t u d y . T h e t r e a t m e n t of sewage effluents w a s s t u d i e d b y b u b b l i n g ozone t h r o u g h u n ­ t r e a t e d o r a u t o c l a v e d sewage s a m p l e s t o w h i c h h a d been a d d e d t r a c e r m i c r o o r g a n i s m s , i n f e c t i o u s b a c t e r i a l spores, i n f l u e n z a v i r u s , o r t h e t o x i n p r o d u c e d b y Clostridium botulinum. Review

of

Literature

T h e i n i t i a l l i t e r a t u r e s u r v e y d i s c l o s e d t h a t of t h e m e t h o d s of s t e r i l i z a t i o n , o t h e r t h a n h e a t , c h e m i c a l s t e r i l i z a t i o n w i t h ozone a p p e a r e d t o be m o r e p r o m i s i n g . S e v e r a l r e p o r t s i n d i c a t e t h a t ozone is b e i n g s u c c e s s f u l l y u s e d f o r w a t e r d i s i n f e c t i o n i n F r a n c e , w h e r e 136 m u n i c i p a l w a t e r p l a n t s s e r v i n g a p p r o x i m a t e l y 8,000,000 p e o p l e a r e i n use. O z o n i z a t i o n is a c c o m p l i s h e d b y i n j e c t i n g a n a i r s t r e a m c o n t a i n i n g 2.5 t o 5 g r a m s of ozone p e r c u b i c m e t e r of a i r i n t o w a t e r . T h e process of o z o n i z a t i o n o c c u r s i n selfc o n t a c t c o l u m n s a n d t h e r e t e n t i o n t i m e is 3 t o 5 m i n u t e s . P r i o r t o o z o n i z a t i o n , t h e w a t e r is u s u a l l y p r e t r e a t e d b y s e d i m e n t a t i o n , c o a g u l a t i o n , a n d f i l t r a t i o n t h r o u g h s a n d . A l l the pathogenic a n d saprophytic organisms usually found i n water are destroyed b y 381

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t h i s c o m b i n e d t r e a t m e n t . O z o n e i s also u s e d i n t h e U n i t e d S t a t e s i n w a t e r t r e a t m e n t p l a n t s a t P h i l a d e l p h i a , P a . , a n d W h i t i n g , I n d . P h i l a d e l p h i a uses a r e s i d u a l o f 0.13 t o 0.2 p . p . m . f o r d i s i n f e c t i o n ( 7 ) . D i c k e r m a n et al. (4) r e p o r t e d t h a t 1.5 p . p . m . o f ozone w i l l reduce a c o u n t of 70,000 s p o r e - f o r m i n g o r g a n i s m s p e r m l . o f w a t e r t o 0 w i t h i n 5 m i n u t e s . T h e y i n d i c a t e t h a t r a w s t r e a m w a t e r w i t h l o w o r g a n i c c o n t e n t w o u l d r e q u i r e a n ozone r e s i d u a l o f 2 p . p . m . a p p l i e d f o r a t least 5 m i n u t e s t o g i v e a c o m p l e t e k i l l . W h e n o r g a n i c c o n t e n t s are h i g h , l a r g e r c o n c e n t r a t i o n s a n d l o n g e r c o n t a c t t i m e are n e e d e d .

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O z o n e h a s been suggested as a n agent f o r t r e a t i n g u s e d i n l i m i t e d e x p e r i m e n t a l r u n s as c o a g u l a t i n g agent o x y g e n d e m a n d ( B . O . D . ) i n sewage (5, 6). T h e r e i s also t h e effluent a f t e r c o a g u l a t i o n a n d filtration w i l l r e d u c e t h e h a v e been g r a n t e d f o r t r e a t m e n t a p p a r a t u s w h i c h uses flocculation a n d c o a g u l a t i o n of sewage {2,8).

sewage wastes, a n d h a s been a n d t o reduce t h e b i o l o g i c a l i n d i c a t i o n t h a t ozone a d d e d t o bacterial count. T w o patents ozone a n d f e r r o u s s u l f a t e f o r

A l t h o u g h ozone d e s t r o y s b a c t e r i a a n d h a s b e e n u s e d i n w a t e r d i s i n f e c t i o n , n o d a t a are a v a i l a b l e as t o i t s effectiveness as a s t e r i l i z i n g agent f o r r a w sewage c o n t a i n i n g pathogenic microorganisms. Therefore, studies were i n i t i a t e d t o o b t a i n experimental d a t a o n t h e b a c t e r i o l o g i c a l effectiveness of ozone s t e r i l i z a t i o n .

Experimental

Techniques

T h e first e x p e r i m e n t s w e r e p u r e l y f e a s i b i l i t y s t u d i e s , a n d , t h e r e f o r e , v a r i a t i o n s were u s e d i n t h e t e c h n i q u e s . F o r ozone p r o d u c t i o n , a W e l s b a c h l a b o r a t o r y o z o n a t o r , M o d e l T - 2 3 , w a s u s e d . T h e q u a n t i t y of ozone i n t h e g a s s t r e a m , w h i c h c o n t a i n e d f r o m 1.0 t o 5 % o z o n e , w a s r e g u l a t e d b y v a r y i n g t h e v o l t a g e , b y c h a n g i n g t h e i n p u t gas f r o m d r y a i r t o d r y o x y g e n , or b y v a r y i n g t h e flow r a t e o f t h e gas t h r o u g h t h e o z o n a t o r . T h e f o l l o w i n g o r g a n i s m s w e r e selected as r e p r e s e n t a t i v e o f g r o u p s f o r test p u r p o s e s : Bacillus anthracis T o x i n of Clostndium botulinum Influenza v i r u s Bacillus subtilis v a r . niger Bacillus subtilis v a r . niger w a s u s e d as t h e s i m u l a n t f o r p a t h o g e n i c m i c r o o r g a n i s m s . P r i o r t o i n o c u l a t i o n i n t o t h e sewage, t h e B. subtilis v a r . niger c u l t u r e s w e r e h e a t s h o c k e d a t 8 0 ° C . f o r 10 m i n u t e s t o e l i m i n a t e a l l v e g e t a t i v e f o r m s . K n o w n c o n c e n ­ t r a t i o n s o f t h e c u l t u r e were a d d e d t o a u t o c l a v e d F o r t D e t r i c k sewage, o r d i s t i l l e d w a t e r , a n d t h e n t r e a t e d w i t h ozone. I t w a s possible t o u s e p a t h o g e n i c o r g a n i s m s a t F o r t D e t r i c k i n p l a c e o f s i m u l a n t s as i n o c u l a f o r t h e r a w sewage. V a r i o u s t y p e s o f a p p a r a t u s w e r e u s e d t o b r i n g ozone a n d l i q u i d i n c o n t a c t . I n t h e i n i t i a l e x p e r i m e n t s , t h e i n o c u l a t e d sewage w a s c i r c u l a t e d b y a s m a l l p u m p . Leaks i n t h e s y s t e m a n d o p e r a t i o n a l difficulties c a u s e d a change t o b a t c h t r e a t m e n t o f t h e sewage i n gas w a s h b o t t l e s . T h e sizes o f t h e g a s b u b b l e s w e r e r e d u c e d b y a t t a c h i n g f r i t t e d - g l a s s d i s k s , c y l i n d e r s , a n d t u b e s t o t h e d e l i v e r y t u b e i n t h e gas w a s h b o t t l e . I n t h e final e x p e r i m e n t s , t h e gas b o t t l e s w e r e r e p l a c e d b y glass c o l u m n s 2 i n c h e s i n d i a m e t e r a n d 2, 4, o r 8 feet h i g h . T h e d e l i v e r y t u b e a t t h e b o t t o m o f t h e c o l u m n w a s a f r i t t e d - g l a s s c y l i n d e r . T h e 4-foot c o n t a c t c o l u m n s were u t i l i z e d a t F o r t D e t r i c k a n d all pathogenic w o r k , i n c l u d i n g a l l equipment w h i c h could have been contaminated, was done i n biological safety cabinets. F i g u r e 1 illustrates the e q u i p m e n t necessary f o r o z o n a t i n g sewage i n t h e glass c o l u m n s . T h e q u a n t i t y o f ozone i n t h e gas s t r e a m , b e f o r e a n d a f t e r p a s s i n g t h r o u g h t h e sewage, w a s d e t e r m i n e d b y t h e i o d o m e t r i c m e t h o d . B a c t e r i a l c o u n t s o n t h e i n o c u l a t e d sewage a n d t h e t r e a t e d sewage w e r e d e t e r m i n e d b y a p p r o p r i a t e d i l u t i o n a n d p l a t i n g o n tryptose phosphate dextrose agar. T h e plates were c o u n t e d a f t e r 2 4 t o 4 8 h o u r s ' i n c u b a t i o n a t 37° C . I n a d d i t i o n , i n s e v e r a l e x p e r i -

OZONE CHEMISTRY AND TECHNOLOGY Advances in Chemistry; American Chemical Society: Washington, DC, 1959.

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MILLER, BURKHARDT, EHRLICH,

AND P E T E R S O N - S E W A G E DISINFECTION

383

Determination of Ozone in Influent Stream

Determination of Ozone in Effluent Stream

Figure 1.

Equipment for ozonating sewage in glass columns

m e n t s t h e m o s t p r o b a b l e n u m b e r ( M . P . N . ) p e r 100 m l . w a s d e t e r m i n e d (1). The s t e r i l i t y of r a w sewage i n o c u l a t e d w i t h B. anthracis spores w a s c h e c k e d b y i n o c u l a t i n g m i c e as w e l l as b y c u l t u r e . T h e i n a c t i v a t i o n of t h e b o t u l i n u m t o x i n w a s t e s t e d i n m i c e ; t h e i n a c t i v a t i o n of t h e i n f l u e n z a v i r u s w a s d e t e r m i n e d w i t h e m b r y o n a t e d eggs. Results T a b l e I shows s u r v i v a l of B. subtilis v a r . nicer spores i n sewage w i t h i n c r e a s i n g t i m e of t r e a t m e n t . R e s u l t s of e x p e r i m e n t s were i n c l u d e d i n t h e a v e r a g e , regardless Table I.

A v e r a g e Survival of B. Subtilis Var. Niger Spores in S e w a g e after O z o n e Treatment a

Period of Treatment, M i n . 1 2 5 15 30

No. of Samples 2 1 3 6 9

Survival, Log % -0.10 -0.66 -1.17 -1.57 -1.88

Approximately 250 ml. of sewage treated in 10-inch gas wash bottles. Initial count was 1 to 2 Χ 10 spores/ml. a

8

of v a r i a t i o n s i n f l o w r a t e o r c o n c e n t r a t i o n of ozone i n t h e s t r e a m . T h i s t a b l e i n d i c a t e s a m a r k e d r e d u c t i o n of o r g a n i s m s . T h i s w o u l d be c o n s i d e r e d a d e q u a t e f o r d i s i n f e c t i o n of sewage, b u t does n o t s a t i s f y t h e r i g i d 1 0 0 % s t e r i l i z a t i o n r e q u i r e m e n t f o r F o r t Detrick. T h e e x p e r i m e n t a l d a t a were e x a m i n e d t o d e t e r m i n e w h e t h e r a n y c o r r e l a t i o n exists b e t w e e n v a r i a t i o n s i n t h e e x p e r i m e n t a l p r o c e d u r e s a n d t h e efficiency of t h e ozone s t e r i l i z a t i o n s y s t e m . I t c a n be c o n c l u d e d t h a t t h e r e w a s n o definite c o r r e l a t i o n a m o n g t h e flow r a t e of t h e gas s t r e a m , p e r c e n t c o n c e n t r a t i o n of ozone i n t h e gas s t r e a m , a n d

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A D V A N C E S IN

CHEMISTRY SERIES

p e r cent s u r v i v a l of spores. T h e flow r a t e v a r i a t i o n s r a n g e d b e t w e e n 0.005 a n d 0.16 c u . f o o t p e r m i n u t e , a n d t h e c o n c e n t r a t i o n of ozone i n t h e gas s t r e a m w a s i n t h e range of 1.5 t o 5 % . O n t h e o t h e r h a n d , t h e h e i g h t of t h e c o l u m n of l i q u i d b e i n g t r e a t e d h a d a m a r k e d effect o n t h e s u r v i v a l of B. subtilis v a r . niger spores. N o definite s t a t e ­ m e n t o n t h i s difference c a n be m a d e . T h e d a t a o b t a i n e d w i t h 2-, 4-, a n d 8-foot c o l u m n s are s u m m a r i z e d i n T a b l e I I . Table II.

Effect of Column Height on Survival of B. Subtilis Var. Niger Spores after O z o n e Treatment

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a

Height of Column, F t . 2 2 4 4 8 8

Treatment, Min. 15 30 15 30 20 30

No. of Samples, Sterile/Total 0/2 4/10 0/4 14/15 5/5 5/5

Log Av. % Survival -2.00 -3.63 -3.13 -5.00 Sterile Sterile

Experiments conducted at A R F with autoclaved Fort Detrick sewage inoculated with 1 to 2 Χ 10 B. subtilis var. niger spores/ml. 8

8

I n c r e a s i n g h e i g h t gives d e c r e a s i n g l o g a v e r a g e p e r cent s u r v i v a l . A l t h o u g h t h e t o t a l n u m b e r of s a m p l e s o z o n i z e d i n t h e 8-foot c o l u m n is s m a l l e r t h a n t h e n u m b e r i n t h e 2 - or 4-foot c o l u m n , t h e f a c t t h a t a l l s a m p l e s i n t h e 8-foot c o l u m n a r e s t e r i l e a f t e r 20 as w e l l as a f t e r 30 m i n u t e s ' t r e a t m e n t i n d i c a t e s t h a t t h e 8-foot c o l u m n is s u p e r i o r to t h e 2 - or 4-foot c o l u m n . T o d e t e r m i n e t h e effect of s u s p e n d e d solids, s a m p l e s of sewage were t r e a t e d w i t h ozone u n d e r i d e n t i c a l c o n d i t i o n s , e x c e p t t h a t a p o r t i o n of e a c h s a m p l e w a s f i l t e r e d prior to inoculation a n d ozonization (Table I I I ) . T a b l e III.

Bacteriological Results of O z o n e Treatment on Filtered and Unfiltered S e w a g e * Log % Survival of B. subtilis var. niger Spores

O3 Treatment, Min. 20 30 45

Filtered -1.15 -1.69 -1.85

b

Unfiltered -0.16 -1.00 -1.80

Average of 3 lots of sewage in 3 separate experiments. In each experi­ ment the same lot of sewage was used to obtain filtered and unfiltered values. Initial count was 10 B. subtilis var. niger spores/ml. a

b

8

T h e l o g of a v e r a g e p e r cent s u r v i v a l i n d i c a t e s fewer s u r v i v o r s w i t h filtered t h a n w i t h u n f i l t e r e d sewage w i t h i n t h e first 30 m i n u t e s of t r e a t m e n t , b u t a f t e r 45 m i n u t e s the difference is i n s i g n i f i c a n t . T a b l e s I , I I , a n d I I I s h o w t h e t r e n d or p a t t e r n of t h e v a r i o u s p a r a m e t e r s r a t h e r t h a n p o r t r a y a n y definite r e p r e s e n t a t i v e e x p e r i m e n t . T a b l e s I V t h r o u g h V I I s h o w t h e results of b i o l o g i c a l w o r k p e r f o r m e d a t F o r t Detrick. Table IV.

. Type of Liquid m

Buffered distilled water

Results of Experiments with B. Subtilis Var. Niger Spores Inoculum B. subtilis var. niger Spores Surviving/100-M1. Exposure to O3, M i n .

Initial Count, Org./Ml.

30

22.1 X 10 6.6 X 10

7 7

Raw sewage count. 7.3 X 10 7

a b

8 X 10

7

>240 0 >240

60 7.6 10* >240

120

90

—0

0 240*