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BOD reduction

Introduction

BOD is Biochemical Oxygen Demand and is the amount of Dissolved Oxygen (DO) consumed by microorganisms for the biochemical oxidation of organic and inorganic matter. This is a five day test that's why it's a lot of times shown as BOD5. Much has been written about BOD and by going to any wastewater treatment site on the WEB, you can find information about BOD. The BOD test was developed to predict the effect of wastewater on receiving streams and to determine their capacity to assimilate the organic matter.

The mass transfer of oxygen in water is a complex issue and a number of researchers have made lifetime studies of this one theme. Reference to oxygen transfer by bubbles could be right in some instances mainly in a fermenter where protein covers the bubble surface. That's why in fermenters they use impellers and air injectors. There are formulas like 20 CFM of air per 1,000 cubic feet of water will create a DO of 1+ mg/L. We have found if you use an air injector such as a Mazzei you will have excellent mass transfer at low horsepower.

Concentrations requirements for lagoon effluent BOD5 range from 15 to 30 mg/l. Existing ponds exceed allowable concentrations for different reasons such as:

Abscence of mechanical aeration (shallow wastewater stabilization ponds)
Inadequate hydraulic retention time (HRT) in existing ponds as a result of flows exceeding the original design or because of excessive sludge accumulation
Unefficient aeration systems in existing aerated lagoons

Solution

The ADS fine bubble aeration system used in a PNW aerated lagoon system supplies oxygen, reducing CBOD5 to carbon dioxide, water, and inert ash by natural bacteria. Optimum CBOD5 reduction in newly constructed lagoons and retrofitting in existing lagoon are obtained by opting for this highly effective aeration technology.

ADS aeration is ideal for improving year around CBOD5 reduction in new lagoons and ponds originally designed as unaerated wastewater stabilization ponds because of exceptional oxygen transfer efficiency and grid coverage.

A typical partially mixed lagoon system in cold winter (water temperatures of 0.5°C) should have a minimum hydraulic retention time (HRT) of 30 days split into either 2 or 3 cells to ensure adequate CBOD5 reduction. In the case of warm climate ponds where minimum water temperature is approximatively, 15°C the minimum HRT should be of 12 to 15 days. The CBOD5 concentrations, the temperature and the effluent requirements influence the exact retention time required.

The upgrade of a failing existing aeration systems because of inadequate oxygen transfer and mixing is a simple procedure without the need to dewater or interrupt lagoon service. Upgrades of complex lagoon configurations are feasible thanks to various aeration technologies and air header options.

Result

CBOD5 removal efficiencies are 90 to 95% with 10 to 20 mg/l effluent concentrations for PNW municipal wastewater lagoon.


© Matthieu Alirol 2002-2010

 
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