analysis of a pilot-scale anaerobic baffled reactor treating domestic ...
analysis of a pilot-scale anaerobic baffled reactor treating domestic ...
analysis of a pilot-scale anaerobic baffled reactor treating domestic ...
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Soluble COD [mg/ℓ]<br />
600<br />
500<br />
400<br />
300<br />
200<br />
100<br />
0<br />
Influent<br />
Figure 5.23: Phase IV: COD concentrations in compartments <strong>of</strong> the <strong>pilot</strong>-<strong>scale</strong> ABR. Data<br />
points indicate mean values for each compartment. The dashed lines show upper<br />
and lower 95% confidence limits on the mean. n=18 except for compartment 1<br />
(n=15) inflow (n=16) and compartments 3 and 4 (n=17).<br />
5.6.3 pH values during souring incident<br />
1<br />
2<br />
3<br />
4<br />
Compartment<br />
During Phase II, a souring incident occurred where low pH values were observed in all compartments<br />
and the outflow <strong>of</strong> the ABR. It is theorised that the initial cause <strong>of</strong> the souring was illegal dumping <strong>of</strong><br />
septic tank contents into the Kingsburgh incoming wastewater, a practice that is known to occur from<br />
time to time in the middle <strong>of</strong> the night. Figure 5.24 shows a series <strong>of</strong> pH pr<strong>of</strong>iles on different days<br />
during Phase II around the souring incident. The dumping would have caused a slug <strong>of</strong> low pH, high<br />
COD wastewater to enter the ABR, causing organic overload, and inhibition <strong>of</strong> methanogenesis 1 .<br />
The pH values during normal operation, souring and 3, 4, 5, 9 and 10 days after souring are shown in<br />
Figure 5.24 Sour <strong>anaerobic</strong> conditions resulted in pH values around 4.5, the pKa value <strong>of</strong> acetic acid.<br />
It is expected that souring occurred first in compartment 1, and was propagated to subsequent<br />
compartments. Measurements on the day <strong>of</strong> souring (0) were taken at around 13h00. Illegal dumping<br />
is reported to occur between 20h00 and 04h00 suggesting that between 9 and 17 h had passed between<br />
souring and pH measurement, hence sour compartment liquors would have been washed down to later<br />
compartments and replaced with lower strength partially treated liquors by the time the measurements<br />
were made. Data for the day <strong>of</strong> souring (day 0) showed that pH values as low as 4.5 were only seen in<br />
compartments 7 and 8, indicating that the first 6 compartments had already begun to recover.<br />
Assuming the apparent HRT to be 16 h , the time for wastewater flow to reach the sample valve in<br />
compartment 7 is 7/8 x 16 h = 14 h (Section 5.5.2.3). Consequently, it is supposed that a high COD<br />
load was delivered to compartment 1 before 23h00 the previous evening, and by the time the <strong>reactor</strong><br />
was sampled, the first 6 compartments had already begun to recover. Three days after souring the<br />
1 It is reported that security guards are bribed to open the gates to contractors who engage in septic tank<br />
emptying. They then drive their vacuum tankers to the head <strong>of</strong> works and discharge the contents into the influent<br />
channels before the coarse screens. The only evidence <strong>of</strong> these activities is sludge splash marks in the influent<br />
channels. The Works manager did not appear to be concerned by the practice since it did not appear to have any<br />
significant effect on the operation <strong>of</strong> the plant due to dilution in the mixed activated sludge units. When plant<br />
workers were questioned retrospectively by one <strong>of</strong> the project team, they were uncertain but thought that the<br />
sludge splash marks may have been present on the day that <strong>reactor</strong> souring was observed, indicating that illegal<br />
dumping may have occurred the previous night.<br />
115<br />
5<br />
6<br />
7<br />
8<br />
Effluent