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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

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