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Thesis - faculty.ait.ac.th - Asian Institute of Technology

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% Inhibition .<br />

100<br />

80<br />

60<br />

40<br />

20<br />

0<br />

0.0 0.5 1.0 1.5 2.0 2.5<br />

Concentration <strong>of</strong> Soluble Lead (mg/L)<br />

Figure 4.11 Inhibition Effect <strong>of</strong> Lead in Yeast Sludge<br />

In <strong>th</strong>e b<strong>ac</strong>terial system, 50% inhibition occurred at a concentration approximately 3<br />

mg/L. The toxicity effects to bo<strong>th</strong> marine and freshwater invertebrates have been recorded<br />

at <strong>th</strong>e concentrations range between 0.5 and 5.0 mg/L (Oladimeji and Offem, 1989),<br />

whereas it was between 2 and 6 mg/L for <strong>th</strong>e <strong>ac</strong>tivated sludge process (Madoni, et al.,<br />

1996). Madoni, et al. (1999) also found <strong>th</strong>at <strong>th</strong>e microbial <strong>ac</strong>tivity in an <strong>ac</strong>tivated sludge<br />

plant treating wastewater containing 3.5 to 9.2 mg/L <strong>of</strong> soluble lead could be adversely<br />

affected. The higher concentrations <strong>of</strong> soluble lead applied in <strong>th</strong>e experiments point out <strong>th</strong>e<br />

higher resilience <strong>of</strong> b<strong>ac</strong>teria in <strong>th</strong>e presence <strong>of</strong> lead.<br />

4.3 Application <strong>of</strong> Yeast and B<strong>ac</strong>teria Based Membrane Biore<strong>ac</strong>tors in Le<strong>ac</strong>hate<br />

Treatment<br />

Landfill le<strong>ac</strong>hate treatment is a complex task due to <strong>th</strong>e highly variable waste<br />

landfilled, <strong>th</strong>e type and design <strong>of</strong> <strong>th</strong>e landfill, landfill age and climatic and seasonal<br />

variations in different regions. Hence, ra<strong>th</strong>er <strong>th</strong>an recommending treatment options based<br />

on specific f<strong>ac</strong>tors, it would be necessary to consider landfill age as a unique case.<br />

Medium-aged landfill le<strong>ac</strong>hate is char<strong>ac</strong>terized by a high COD and ammonia content wi<strong>th</strong><br />

a relatively lower BOD. Le<strong>ac</strong>hate treatment systems in recent years are sophisticated,<br />

reliable and are able to consistently treat le<strong>ac</strong>hate to keep up <strong>th</strong>e specific discharge<br />

standards (Robinson, 1999). One such treatment technique is <strong>th</strong>e membrane biore<strong>ac</strong>tors.<br />

Membrane re<strong>ac</strong>tor in recent years has been proved to be effective and economically<br />

feasible for treatment <strong>of</strong> various kinds <strong>of</strong> toxic wastewaters. Moreover, industrial<br />

utilization <strong>of</strong> <strong>th</strong>e MBR has worked successfully for treating complex wastes like landfill<br />

le<strong>ac</strong>hates and cosmetic wastewaters (Manem, 1993; Mandra, et al., 1995). In <strong>th</strong>e present<br />

study, initially performance <strong>of</strong> <strong>th</strong>e membrane biore<strong>ac</strong>tors have been evaluated wi<strong>th</strong>out any<br />

pre-treatment based on various f<strong>ac</strong>tors such as removal efficiency <strong>of</strong> TKN and COD,<br />

membrane fouling, etc.<br />

80

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