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

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1. Obtaining endogenous sludge: 0.9 liter <strong>of</strong> fresh sludge wi<strong>th</strong>out <strong>th</strong>e substrate was<br />

obtained in a respirometer and aerated for two hours.<br />

2. Suppressing nitrification: Wi<strong>th</strong> high ammonia concentration during <strong>th</strong>e organic<br />

oxidation, <strong>th</strong>e oxygen uptake rate <strong>of</strong> nitrification process was constant. Hence,<br />

NH4Cl <strong>of</strong> concentration 70 mg/L was added.<br />

3. Recording endogenous oxygen uptake rate (OUR): After suppressing <strong>th</strong>e nitrification<br />

process, <strong>th</strong>e mixture was aerated for half an hour before measuring <strong>th</strong>e endogenous<br />

OUR.<br />

4. Adding substrate: An <strong>ac</strong>curate dose <strong>of</strong> substrate was injected into <strong>th</strong>e respirometer<br />

and <strong>th</strong>e total OUR was recorded by respirogram. Re-aeration was done once <strong>th</strong>e DO<br />

concentration dropped below 2 mg/L.<br />

3.4.2 Lead Toxicity<br />

The lead toxicity on <strong>th</strong>e b<strong>ac</strong>terial and yeast culture was conducted in <strong>th</strong>e same<br />

manner as described in <strong>th</strong>e section 3.4.1. Lead nitrate (Pb (NO3)2) was used as Lead (Pb)<br />

source. Soluble Pb concentration was varied from 0 to 20 mg/L. At e<strong>ac</strong>h concentration, <strong>th</strong>e<br />

sample was filtered wi<strong>th</strong> 0.45 µm membrane filter and soluble Pb concentration was<br />

analyzed using an atomic absorption spectrophotometer (AAS).<br />

3.5 Ammonia Stripping<br />

The char<strong>ac</strong>teristics <strong>of</strong> le<strong>ac</strong>hate used for <strong>th</strong>e experiment are as described in Table 3.1.<br />

The summary <strong>of</strong> <strong>th</strong>e experiments conducted in order to optimize ammonia stripping is<br />

illustrated in Figure 3.4.<br />

The efficiency <strong>of</strong> ammonia stripping in ammonia removal was tested varying <strong>th</strong>ree<br />

parameters namely- pH, cont<strong>ac</strong>t time and <strong>th</strong>e velocity gradient.<br />

The experiments conducted are as follows:<br />

1. Optimum pH for air stripping: The pH was varied from 9-12 (9, 10, 11, and 12) using<br />

12 N NaOH solution. The removal efficiency <strong>of</strong> ammonia at varying pH was<br />

assessed wi<strong>th</strong> a velocity gradient <strong>of</strong> 2,850 s -1 for two hours.<br />

2. Optimum velocity gradient and cont<strong>ac</strong>t time: After <strong>th</strong>e optimum pH was obtained,<br />

<strong>th</strong>e velocity gradient and <strong>th</strong>e cont<strong>ac</strong>t time were varied. The velocity gradients at<br />

which <strong>th</strong>e experiment was done were 1,530, 2,850, and 4,330 s -1 . The cont<strong>ac</strong>t time<br />

was varied from 1 to 6 hours.<br />

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