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Sizing of an Aeration system for waste water

                                                                                                     installation of the air diffusers    basic design

The information given in this page is only for the Dryden Aqua air diffusers,  which is now recognized as being one of the finest air diffusers available for any aeration application.  The data is based on empirical information gathered and summarized over many years of installing and running systems in all types of water and waste water. 

Assumptions are made in the calculations, however the data provides a convenient and quick way of sizing a system, which in most cases gives a very close approximation to the actual aeration requirements.

 
 
Table  Relationship between Ammonium, BOD, Phosphate and alkalinity

Kg of component required

Ammonium nitrogen 1kg COD/BOD 1 kg Phosphate 1kg
Oxygen required =

5 Kg

2 Kg

***
Ammonium nitrogen consumed =

***

0.1 Kg

10 Kg

COD/BOD consumed =

10 Kg

***

100 Kg

Phosphate required =

0.1 Kg

0.01 Kg

***

Alkalinity required

Sodium hydroxide =

4 kg

Sodium bicarbonate =

12 kg

Calcium carbonate =

7 kg

Magnesium oxide =

2 kg

The above table is used to set the parameter values required to calculate the size of an aeration system and the number of Dryden Aqua diffusers required to treat the water.

 

Example 1

What is the aeration requirement for an activated sludge water treatment system tank can cope with 100 cubic meters of effluent per day, at 2000mg/l of COD and 1200 mg/l of ammonium nitrogen ?.  The calculations assume complete removal of the parameters.

COD oxygen demand

Leachate COD = 2000 mg/l
Leachate volume= 100 cubm/day
Total; COD = 200 kg  per day

Amount of oxygen required =  200 x 2 =  400 kg per day.

Ammonium oxidation, oxygen demand

Ammonium = 1200mg/l
Weight of ammonium = 120kg
Oxygen demand for nitrification = 5kg of oxygen per 1 kg of ammonium
Total Ammonium = 5 x 120 = 600 kg of oxygen

Amount of oxygen required = 600kg per day

Total oxygen demand of system = 600 + 400 = 1000kg per day

Number of diffusers required to gibe 1000 Kg of oxygen per day

Diffuser product code 6.2.10 the unit measures 3m in length and is fitted with a 1/2" hose tail air connection
Each air diffuser provides    = 10 kg/day
Air flowrate per diffusers    = 10 cubm/hr
water depth                         2 to 5 metres
Air pressure                        hydrostatic pressure heady + frictional losses in pipe  + 3 to 5psi through diffusers
 

Answer

1000 Kg/day demand for oxygen  = requires 100 diffusers and air flowrate of  1000 cubic metres of air per hour.

The above calculation provides an over estimate of the number of diffusers required,  there are water chemistry, tank dimensions and temperature variations to take into consideration. In general the calculation will give an over-estimate of the amount of aeration required in tank based system, and the correct level of aeration for lagoon system.  The aeration systems need to provide quite a high degree of water turbulence and mixing,  the mixing characteristics for lagoons  is quite poor,  so proportionally more aeration is required to compensate.

compensation factor for lagoon based system = 1
compensation factor for tank based system = 0.7
Example 2
Air flowrate is 1600 cubic meters of air per hour,  how much leachate can the system treat in a lagoon based treatment process, given ammonium level of 1400mg/l and COD level 2000mg/l
 
 
 
Air flow per diffuser = 10 cubm/hr, No. of diffusers = 1600/10 = 160
Oxygen from each diffusers = 10 kg, total oxygen per day = 1600kg, per day
 
Oxygen demand of system per cubic meter
 
COD = 2000mg/l = 2 kg per cubm x 2 = 4 kg of oxygen is required
Ammonium = 1400mg/l = 1.4 x 5 = 7kg

Total oxygen demand = 7kg + 4 kg = 11kg

 
The amount of water the system can treat = 1600kg ( oxygen from diffusers) / oxygen demand 11kg = 145 cubic meters per day
 
Application factor for lagoon is 1, so the leachate flow per day = 145 x 1 = 145 cubic meters per day

 

 

The algae factor

When a leachate treatment system matures,  there will not only be a healthy population of bacteria,  but the algae levels will also be quite high.  In order for their to be an input from algae the treatment system should be open to direct sunlight.  The algae will metabolize the ammonium and in the process they will also produce oxygen.  In system that have a high ammonium,  it is best to use two or more lagoons or open tanks.  Once the algae become established they will reduce the ammonium levels very quickly and in the process produce oxygen.  In the 2nd example given above, the total capacity of the system was only 217 cubic meters of leachate per hour.  However once algae become established the system would be able to cope with a leachate flow as high as 500 cubic meters per day.

Algae will grow heterotrophically in the absence of sunlight,  while they are still beneficial in system,  the algae will consume oxygen and they are more difficult to cultivate.

Algae level in a 4 x lagoon system

wpe6.jpg (11835 bytes)

 

Raw leachate
5-10,000mg/l COD
1000-14000 mg/l ammonium
lagoon 1

50% reduction in COD and ammonium, water becomes quite clear, little to no algae present

lagoon 2

Algae bloom develops and water turns green.

lagoon 3

Daphnia and zooplankton bloom crops the algae and reduces the green colour

lagoon 4

Stable algae level and biological system. Newts, frogs, and some fish now living in treatment system

BOD < 5mg/l
COD < 100mg/l
Ammonium < 5mg/l