A sample of domestic sewage is digested with silver sulphate, sulphuric acid, potassium dichromate and mercuric sulphate in chemical oxygen demand (COD) test. The digested sample is then titrated with standard ferrous ammonium sulphate (FAS) to determine an unreacted amount of:
potassium dichromate
The Chemical Oxygen Demand (COD) test is a vital analytical method used to measure the amount of oxygen required to chemically oxidize organic and inorganic matter present in a water sample. This test is crucial for assessing water quality and the pollution load in wastewater, such as domestic sewage.
The fundamental principle of the Chemical Oxygen Demand (COD) test involves the use of a strong chemical oxidizing agent, typically potassium dichromate ($\text{K}_2\text{Cr}_2\text{O}_7$), under acidic conditions (sulphuric acid) and at high temperatures. This agent oxidizes most of the organic and some inorganic substances in the sample to carbon dioxide and water. The amount of oxygen equivalent to the consumed dichromate is then calculated. Since not all the added dichromate is consumed by the sample's oxidizable matter, the unreacted portion must be determined.
In the COD test, several specific reagents play crucial roles during the digestion process:
$\text{Organic Matter} + \text{Cr}_2\text{O}_7^{2-} + \text{H}^+ \xrightarrow{\text{Heat}} \text{CO}_2 + \text{H}_2\text{O} + \text{Cr}^{3+}$
$\text{Hg}^{2+} + 2\text{Cl}^- \rightarrow \text{HgCl}_2 \text{ (complex)}$
After the digestion process is complete, the sample contains the unreacted (remaining) potassium dichromate, which did not oxidize any substances in the domestic sewage. To determine this unreacted amount, a back-titration is performed using a standard solution of ferrous ammonium sulphate (FAS), often called Mohr's salt ($\text{Fe(NH}_4)_2(\text{SO}_4)_2 \cdot 6\text{H}_2\text{O}$).
During the titration, the ferrous ions ($\text{Fe}^{2+}$) from the FAS solution react with the unreacted dichromate ions ($\text{Cr}_2\text{O}_7^{2-}$). The reaction is as follows:
$\text{Cr}_2\text{O}_7^{2-} \text{ (unreacted)} + 6\text{Fe}^{2+} + 14\text{H}^+ \rightarrow 2\text{Cr}^{3+} + 6\text{Fe}^{3+} + 7\text{H}_2\text{O}$
The endpoint of the titration is usually indicated by a color change using an indicator (like ferroin indicator), from blue-green to reddish-brown, marking the point where all the unreacted potassium dichromate has been consumed by the FAS.
By knowing the initial amount of potassium dichromate added and the amount that remained unreacted (determined by FAS titration), the amount of potassium dichromate that was consumed by the oxidizable matter in the domestic sewage sample can be calculated. This consumed amount is directly related to the Chemical Oxygen Demand.
| Reagent | Role in COD Test |
|---|---|
| Potassium Dichromate | Primary oxidizing agent; reacts with organic/inorganic matter. |
| Sulphuric Acid | Provides acidic medium for oxidation reaction. |
| Silver Sulphate | Catalyst for oxidation of resistant organic compounds. |
| Mercuric Sulphate | Masks chloride interference by forming complexes. |
| Ferrous Ammonium Sulphate (FAS) | Used in titration to quantify the unreacted potassium dichromate. |
Therefore, after the digestion of the domestic sewage sample, the subsequent titration with standard ferrous ammonium sulphate (FAS) is performed to determine the unreacted amount of potassium dichromate.
Conventionally, the biochemical oxygen demand (BOD) is measured for _______ days.
Consider the following statements:
1. Ammonia nitrogen is a measure of nitrogen present as ammonium hydroxide and ammonium salts. It will progressively decrease as sewage gets treated.
2. Organic nitrogen is the total nitrogenous matter in sewages excepting that present as ammonia nitrogen, nitrites and nitrates. It becomes ammonia in anaerobic decomposition and nitrites or nitrates in aerobic decomposition.
Which of the above statements is/are correct?Identify the correct relation from the following:
Where BOD, COD, and TOD are Biochemical, Chemical, and Theoretical oxygen demand, respectively.
What is the correct range of \(\frac{{BO{D_u}}}{{COD}}\) for a waste water to be considered as fully biodegradable?
(where BODu = ultimate Bio-chemical oxygen demand and COD = chemical oxygen demand)
Determine ultimate BOD for sewage having 5-day BOD at 20°C as 180 ppm. Assume the de-oxygenation constant as 0.8 per day.