Thesis - faculty.ait.ac.th - Asian Institute of Technology
Thesis - faculty.ait.ac.th - Asian Institute of Technology
Thesis - faculty.ait.ac.th - Asian Institute of Technology
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<strong>th</strong>at <strong>th</strong>e nitrifying b<strong>ac</strong>teria are more sensitively inhibited by a given concentration <strong>of</strong><br />
chemical toxicant <strong>th</strong>an <strong>th</strong>e heterotrophic b<strong>ac</strong>teria. Thus, failure <strong>of</strong> <strong>th</strong>e nitrifying process<br />
would occur before <strong>th</strong>e carbon<strong>ac</strong>eous removal process. Blum and Speece (1992) also<br />
reported <strong>th</strong>at Nitrob<strong>ac</strong>tor exhibited approximately <strong>th</strong>e same toxicity as aerobic<br />
heterotrophs. Thus, to prevent <strong>th</strong>e interference <strong>of</strong> <strong>th</strong>e nitrifying system in <strong>th</strong>e toxicity test,<br />
70 mg/L <strong>of</strong> Nitrogen as NH3-N was added to suppress nitrification (Liebeskind, 1999) in<br />
<strong>th</strong>e b<strong>ac</strong>terial system.<br />
The major biokinetic parameters found in <strong>th</strong>e two systems namely, <strong>th</strong>e b<strong>ac</strong>terial and<br />
yeast sludge are expressed in Table 4.3 and 4.4, respectively. The concentration <strong>of</strong> free<br />
ammonia produced in <strong>th</strong>e system was also measured using a dissociation equation <strong>of</strong><br />
ammonium salt into ammonia and hydrogen ion (Ortiz, et al., 1997). The formulae used for<br />
measuring <strong>th</strong>e free ammonia in given below:<br />
[NH3-N] = 17 [NH4 + -N] 10 pH Eq. 4.1<br />
14 exp [ 6344 / ( 273 + T ) ] + 10 pH<br />
The inhibition was found to be much higher in <strong>th</strong>e b<strong>ac</strong>terial sludge <strong>th</strong>an <strong>th</strong>at <strong>of</strong> <strong>th</strong>e<br />
yeast sludge. The probable reason for <strong>th</strong>is could be <strong>th</strong>e low oxygen uptake <strong>of</strong> 0.0030 mg<br />
O2/mg VSS. h compared to <strong>th</strong>at 0.0078 mg O2/mg VSS. h <strong>of</strong> <strong>th</strong>e b<strong>ac</strong>terial culture even at<br />
an ammonium chloride concentration <strong>of</strong> 70 mg/L. The complete biokinetic parameters<br />
measured for <strong>th</strong>e yeast and b<strong>ac</strong>terial system are presented in Table C-3 and C-4 <strong>of</strong><br />
Appendix C. The free ammonia nitrogen concentration in <strong>th</strong>e b<strong>ac</strong>terial sludge was found to<br />
re<strong>ac</strong>h a maximum <strong>of</strong> 20 mg/L whereas <strong>th</strong>at found in yeast sludge was 0.013 mg/L. It has<br />
been found <strong>th</strong>at <strong>th</strong>e ammonia concentration <strong>of</strong> 31 to 49 mg/L can cause toxicity (Cheung,<br />
et al., 1997) and at a concentration <strong>of</strong> 200 mg/L can adversely affects <strong>th</strong>e sludge properties<br />
(Robinson and Maris, 1985). The toxicity <strong>of</strong> <strong>th</strong>e compound also depends upon <strong>th</strong>e nature<br />
and <strong>th</strong>e composition <strong>of</strong> <strong>th</strong>e waste. This could be <strong>th</strong>e reason for relatively high toxicity <strong>of</strong><br />
<strong>th</strong>e ammonia in <strong>th</strong>e landfill le<strong>ac</strong>hate. In a yeast based biological system, it was found <strong>th</strong>at a<br />
free ammonia concentration <strong>of</strong> 11 mg/L would inhibit <strong>th</strong>e grow<strong>th</strong> <strong>of</strong> Candida utilis where<br />
<strong>th</strong>e ammonium nitrogen concentration was 350- 520 mg/L (Ortiz, et al., 1997). Relatively<br />
low toxicity in <strong>th</strong>e le<strong>ac</strong>hate studies could be attributed to <strong>th</strong>e low pH.<br />
Table 4.3 Effect <strong>of</strong> Free Ammonia Concentration on Yield Coefficient and <strong>th</strong>e Specific<br />
Grow<strong>th</strong> Rate <strong>of</strong> <strong>th</strong>e B<strong>ac</strong>terial Sludge<br />
NH4Cl<br />
(mg NH4-N/L)<br />
Free NH3<br />
(mg NH3-N/L)<br />
Y<br />
(mg VSS/mg COD)<br />
µ<br />
(d -1 )<br />
70 0.44-0.70 0.39 0.093<br />
1000 6.36-10.05 0.38 0.055<br />
1500 9.54-15.07 0.35 0.046<br />
2000 12.72-20.10 0.29 0.031<br />
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