Valve and Equipment: AWWA and Commercial Butterfly Valves, AWWA Resilient Seated Gate Valves, Surgebuster Check Valves, Swing-Flex Check Valve, Tideflex Check Valves, Red Valve Pinch Valves and Rotary Vane Actuators
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Aeration System Design Data Form

GENERAL INFORMATION

Project Identification Name:
Facility Name:
Location:
Address:
Facility Supervisor:
Phone:
Fax:
Email:
 
Consulting Engineering Firm:
Location:
Address:
Engineer Contact:
Phone:
Fax:
Email:

DIFFUSED AERATION REQUIREMENT

Oxygen Transfer & Adequate Mixing Mixing Only Supplemental Oxygen Only

TYPE OF AERATION SYSTEM REQUESTED

Fine Bubble Coarse Bubble Combination Fine & Coarse Evaluate All 3 Options

GENERAL COMMENTS

TANK / BASIN GEOMETRY

Total Number of Tanks: Parallel Operation Series Operation  
Tank Bottom Material: Concrete Steel Plastic/Fiberglass Clay
Bottom Elevation [MSL]    

Rectangular Tank or Channel (Straight Sidewall)

Length:

Width:

Side Wall Height
Additional V-Bottom Depth (at centerline of V)      
Bottom Slope (if sloped to end of tank) %      
Operating Water Depth      

Circular (Flat Bottom)

Diameter
Side Wall Height
Bottom Slope to Center %
Operating Water Depth

Circular (Conical Bottom)

Diameter
Side Wall Height
Cone Depth at Center
Operating Water Depth (top of cone to water level)

Horizontal Circular

Diameter Horizontal Length
Flat Ends   Domed Ends   Open Top  
Manway Access Diameter      
Manway Location
(from end of tank)
     
Operating Water Depth
(measured at centerline to water level)
     

Rectangular Lagoon

Top Length Top Width
Water Surface Length Water Surface Width
Bottom Length Bottom Width
Sidewall Slope %      
Operating Water Depth      

Special Construction (Insert all relative information)

WASTEWATER CHARACTERIZATION

Plant Loadings (For Aeration Tank Design)[Total for All Tanks]

  Average Design Influent Peak Design Influent Required Effluent
FLOW  
BOD5
COD
NH3
Operating MLSS Concentration
Wastewater Operating Temperature
Average Food to Biomass Ratio  
Peak Food to Biomass Ratio  
Actual Oxygen Required AOR
Air Flowrate Available

Waste Sludge Loadings (For Aerobic Digester Design)[Total for All Tanks]

Waste Sludge Flowrate
Solids Concentration in Influent
Percent Volatiles in Influent %
Percent Volatiles to be Reduced %
Sludge Concentration within Tank
Actual Oxygen Required AOR
Air Flowrate Available

Wastewater Holding (For Sludge Holding, Septage Holding & Equalization) [Total for All Tanks]

Solids Concentration within Tank
Actual Oxygen Required AOR
Air Flowrate Available
Desired Unit Mix Rate to be applied

Additional Design Parameters [Total for All Tanks]

Description Value Units

Re-Aeration Systems [Total for All Tanks]

Flowrate
Influent Dissolved Oxygen Conc.
Required Effluent Dissolved Oxygen Conc.
Actual Oxygen Required AOR
Oxygen Uptake Rate
Chloride Conc. (solubility limit)

AERATION SYSTEM PIPING MATERIALS

Drop Pipe
Submerged Manifold Piping
Sch. 10 - 304L SS
Sch. 40 PVC
Drop Pipe
Submerged Manifold Piping
Sch. 10 - 304L SS
Sch. 80 PVC
Drop Pipe
Submerged Manifold Piping
Sch. 10 - 304L SS
Sch. 10 - 304L SS
Drop Pipe
Submerged Manifold Piping
Sch. 10 - 304L SS
Sch. 5 - 304L SS
Drop Pipe
Submerged Manifold Piping
Sch. 10 - 316L SS
Sch. 10 - 316L SS
Drop Pipe
Submerged Manifold Piping
Sch. 10 - 316L SS
Sch. 5 - 316L SS
Drop Pipe
Submerged Manifold Piping
Sch. 10 - 304L SS
Sch. 40 HDPE

DIFFUSER RETROFIT INFORMATION

Brand Name of Existing Diffusers / Description:
Fine Bubble Coarse Bubble  
Total Number of Diffusers per Tank:  
Threaded Connection Diameter:
Normal Operating Airflow per Tank:
Maximum Operating Airflow per Tank:

Site Last Updated:
Jun 23rd, 2008


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October 15, 2008
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