wrd-ot-rotating-biological-contactor-process_445283_7.ppt
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Transcript of wrd-ot-rotating-biological-contactor-process_445283_7.ppt
ROTATING BIOLOGICAL
CONTACTOR (RBC)PROCESS
Prepared ByMichigan Department of Environmental Quality
Operator Training and Certification Unit
ROTATINGBIOLOGICAL
CONTACTORS
Influent Effluent
PrimaryTreatment
SecondaryClarifier
Contactors
Solids Removal
RBC Secondary Treatment
Plastic Media
1.6 rpm
40 %Submerged
Microorganisms “Treat” the Wastewater by Using Organics
Provides Large Surface Area
Rotating
FoodStorage
Slime Layer
New Cells
Oxygen
Soluble Organics
CellMembrane
NH3
CO2
H2O
AdsorbedParticle
Enzymes
Wastewater
(Absorption)
Organics
Liquid FilmLiquid FilmLiquid FilmLiquid Film
MediaBIOMASSBIOMASS
RandomContinuousSloughing
RandomContinuousSloughing
Pretreatment
PrimaryTreatment
RotatingBiologicalContactors
SecondaryClarifiers
Solids Handling
INFLUENTINFLUENT
Disinfection
EFFLUENTEFFLUENT
RBC Flow Scheme
ADVANTAGES OF RBC PROCESSADVANTAGES OF RBC PROCESS
Simple OperationSimple OperationLow Energy RequirementsLow Energy Requirements
NitrificationNitrification
Wide Flow RangeWide Flow RangeFew NuisancesFew Nuisances
Large Biological PopulationLarge Biological Population
ADVANTAGES OF RBC PROCESSADVANTAGES OF RBC PROCESS
Simple OperationSimple OperationLow Energy RequirementsLow Energy Requirements
NitrificationNitrification
Wide Flow RangeWide Flow Range
Handles Shock LoadsHandles Shock Loads
Few NuisancesFew Nuisances
Low Head LossLow Head Loss
Large Biological PopulationLarge Biological Population
DISADVANTAGESOF
RBC PROCESS
DISADVANTAGESOF
RBC PROCESS
Limited ControlsLimited Controls
EnclosuresEnclosures
Limited Experience and Training
Limited Experience and Training
Media – Irregular Surface
Maintain SpacingIncreases Rigidity
Increases Surface AreaIncreases Contact Time
Load CellsLoad Cells
Purpose: Determine Weight of Contactor to Determine Amount (Thickness) of Biomass
“Train”FLOWFLOW
RBC Systems Usually More Than One Contactor with Flow Progressing in Series in a “Train”
Parallel to Shaft
Perpendicular to Shaft
Direction of Flow
Flow SchemesFlow Schemes
Contactors May be Arranged With Flow Either Parallel or Perpendicular to Shafts
Influent
Effluent
Baffles
“Train” Small Systems – Train May be One Contactor with Separations and Baffles
InfluentEffluent
Baffles
Enclosure
Larger Systems – Contactors are Set in Series in Separate Tanks or in One Tank With
Baffles
TrainFLOWFLOW
Baffles Separate Each Contactor,Dividing the Flow in the Train Into SeparateComplete Mix Zones of Treatment
2 Trains
5 Stages
1st Stage
Effluent
Influent
When a System Has More Than One Train, Each Zone in the System That Receives the Same Loading is Considered
One “Stage”
STAGINGBOD, mg/L
BOD, mg/L
Ammonia Nitrogen, mg/L
Ammonia Nitrogen, mg/L
100 60 39 25 18 12 9 7
100 60 39 25 18 12 9 7
Stage 1 2 3 4 5 6 7
25 25 25 24 21 13 7 3
25 25 25 24 21 13 7 3 This Especially Important for Facilities that
are Required Nitrify Ammonia
Pretreatment
PrimaryTreatment
RotatingBiologicalContactors
SecondaryClarifiers
Solids Handling
INFLUENTINFLUENT
Disinfection
EFFLUENTEFFLUENT
RBC Flow Scheme
Enclosures
Ventilation
Humidity Control
Heat Loss
Observation
Operational Considerations
Maintenance
Basic Principles of ProcessBasic Principles of ProcessIn
fluen
t
Efflu
ent
PrimaryTreatment
SecondaryClarifier
Contactors
Solids Removal
“LOADING”
Amount Appliedto the
Treatment Process
(Related to the SIZE of the System)
Hydraulic LoadingAmount of LiquidVolume (gallons)
Organic LoadingAmount of BODWeight (pounds)
(Calculation of Loading is Specific for Each Type of Treatment Process)
RBC LOADINGSHYDRAULIC
Liquid Volume -Applied to the Media surface
Complete Available Surface Area
Area is Not Calculated
Use Plant Flow
- from Manufacturer
- No Recirculation
RBC LOADINGS
HYDRAULIC
GALLONS PER DAY
gpd / Ft2
Liquid Volume -Applied to the Media surface
PER SQUARE FOOT
FORMULA:
Hydraulic Loading, gpd/ft2 =
EXAMPLE:Plant Flow 2.4 MGDTrains in Service 2Contactors in Each Train 5Baffles Between All ContactorsEach Contactor Surface Area 100,000 ft2 (from manufacturer)Primary Effluent Soluble BOD 55 mg/L
RBC LOADINGSHYDRAULIC
Flow Rate, gpdMedia Surface Area, ft2
FORMULA:
Hydraulic Loading, gpd/ft2 =
EXAMPLE:Plant Flow 2.4 MGDTrains in Service 2Contactors in Each Train 5Baffles Between All ContactorsEach Contactor Surface Area 100,000 ft2 (from manufacturer)Primary Effluent Soluble BOD 55 mg/L
RBC LOADINGSHYDRAULIC
Flow Rate, gpdMedia Surface Area, ft2
Total Surface Area =
2 trains X 5 contactors/train X 100,000 ft2/contactor
= 1,000,000 ft2
FORMULA:
Hydraulic Loading, gpd/ft2 =
Hydraulic Loading, gpd/ft2 =
2,400,000 gpd
= 2.4 gpd/ft2
RBC LOADINGSHYDRAULIC
Flow Rate, gpdMedia Surface Area, ft2
2.4 MGD1,000,000 ft2
X 1,000,000 gal/MG
1,000,000 ft2=
RBC LOADINGSORGANIC
Organic Matter - BODApplied to the Media Surface
Media Surface Area – (Not Volume)
Area in 1000 Ft2
Soluble BODSoluble BOD
RBC LOADINGSORGANIC
Organic Matter -Applied to the Media surface
Pounds Soluble BOD per Day
#Sol. BOD/Day/1000 ft2
per 1000 ft2
RBC LOADINGSORGANIC
FORMULA:
Organic Loading, # Sol. BOD/Day/1000 ft2 =
Soluble BOD Applied, # Sol. BOD/DayMedia Surface Area in 1000 ft2
Pounds Soluble BOD/Day =
= 1100 # Sol. BOD/Day
RBC LOADINGSORGANIC
55 mg/L x 2.4 MGD x 8.34 #/gal
Plant Flow 2.4 MGDTrains in Service 2Contactors in Each Train 5Baffles Between All ContactorsEach Contactor Surface Area 100,000 ft2 (from manufacturer)Primary Effluent Soluble BOD 55 mg/L
EXAMPLE:
FORMULA:Organic Loading, # Sol. BOD/Day/1000 ft2 =
Soluble BOD Applied, # Sol. BOD/DayMedia Surface Area in 1000 ft2
Surface Area in 1000 ft2 =
1000= 1,000 (1000 ft2)
RBC LOADINGSORGANIC
Total Surface Area ft2
1000
1,000,000 ft2
=
Total Surface Area =
2 trains X 5 contactors/train X 100,000 ft2/contactor
= 1,000,000 ft2
RBC LOADINGSORGANIC
FORMULA:
Organic Loading, # Sol. BOD/Day/1000 ft2 =
Soluble BOD applied, # Sol. BOD/DayMedia Surface Area in 1000 ft2
1100 # Sol. BOD/Day= 1,000 (1000 ft2)
= 1.1 # Sol. BOD/Day/1000 ft2
Total System Org. Ld.
RBC LOADINGSFIRST STAGE ORGANICFIRST STAGE ORGANIC
EXAMPLE:Plant Flow 2.4 MGDTrains in Service 2Contactors in Each Train 4Baffles Between All ContactorsEach Contactor Surface Area 100,000 ft2 (from manufacturer)Primary Effluent Soluble BOD 55 mg/L
Pounds Soluble BOD/Day =
= 1100 # Sol. BOD/Day
55 mg/L x 2.4 MGD x 8.34 #/gal
2 Trains
5 Stages
1st Stage
Effluent
Influent
When a System Has More Than One Train, Each Zone in the System That Receives the Same Loading is Considered
One “Stage”
First Stage Surface Area in 1000 ft2 =
1000= 200 (1000 ft2)
RBC LOADINGSFIRST STAGE ORGANICFIRST STAGE ORGANIC
First Stage Surface Area ft2
1000
200,000 ft2
=
First Stage Surface Area =
2 contactors X 100,000 ft2/contactor
= 200,000 ft2
RBC LOADINGSORGANIC
FORMULA:
Organic Loading, # Sol. BOD/Day/1000 ft2 =
Soluble BOD applied, # Sol. BOD/DayMedia Surface Area in 1000 ft2
1100 # Sol. BOD/Day= 200 (1000 ft2)
= 5.5 # Sol. BOD/Day/1000 ft2
First Stage Org. Ld.
TYPICAL RBC LOADINGS
HYDRAULIC
CARBONACEOUS BOD REMOVAL
2 to 4 gpd/Ft2
NITRIFICATION1.0 to 1.5 gpd/Ft2
TYPICAL RBC LOADINGS
Organic
All Media2.0 #Sol. BOD/DAY/1000 ft2
First Stage2.5 to 4.0 #Sol. BOD/DAY/ 1000 ft2
(For Typical 30 mg/L Requirements)
3.0 for mechanical driveEPA - “caution over 2.5”