SlideShare a Scribd company logo
SAM / iSAM & the SBR –  what are they &do they work? Fall 2011 Short Course
What are they? ISAM™ Integrated Surge Anoxic Mix: a sequencing batch reactor (SBR) with fixed decanter and jet aeration (courtesy Fluidyne Corp website at fluidynecorp.com) 9/1/2011 2
What are they? SAM™ Surge/Anoxic Mix: integrates anoxic and aerobic processes for energy efficient BOD, TSS and nutrient removal (courtesy Fluidyne Corp website at fluidynecorp.com)  9/1/2011 3 On/Off aeration Continuous Fill Aerobic Anoxic Static Interact Scum Treatment Nit/Denit DO or ORP Control
What are they? SBR Sequencing Batch Reactor: a fill-and draw activated sludge system (courtesy EPA factsheet) with no clarifier 9/1/2011 4 On/Off aeration Aerobic Anoxic Static React Anoxic Settle Decant Waste Anoxic Fill Aerated Fill DO or ORP Control
It’s Activated Sludge (in one tank)! A versatile biological process with significant capabilities 5 SBR Conventional Activated Sludge System (2 or more tanks)
Advantages Treatment in one vessel (aeration basin becomes final clarifier) No primary clarifier Flexibility Operator control Smaller footprint Capable for municipal or industrial Produce less sludge than other systems 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 6
Advantages Very effective Nitrification and Denitrification within the activated sludge tank before settling Scum handling Proper decanter design and system programming eliminates drawing scum or solids into effluent 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 7
Advantages Easy to add on to Can vary influent flows with the SAM/SBR Once stable operator attention can be somewhat minimized “Retrofitable” Can do off site operation with right SCADA With some operational changes may be able to achieve P removal or other Other… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 8
Downside Dependence on programming and controls (sophisticated compared to most other systems) May require more technical maintenance (controls) Inadequate decanters could lead to solids or scum being drawn out when decanting 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 9
Downside Inadequate aerators or mixing systems could plug or perform poorly and make operators job harder No primary clarifier Some papers suggest these are limited to 5 MGD or less due to the complexity of controls Takes some time to learn Other… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 10
Do they work (SAM + SBR)?  my 1-second answer…. 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 11
SAM + SBR the facts… ,[object Object]
Influent TSS 150-700 mg/l
Influent Ammonia 30-100 mg/l
Influent FOG 35-200 mg/l
Effluent CBOD5 <3-8 mg/l
Effluent TSS 3-30 mg/l
Effluent Ammonia 0-0.7 mg/l
Effluent FOG <5 mg/l9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 12
Do they work (SAM + SBR)? 30 minute answer… It dependsa lot on the operator and his/her resources 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 13
9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 14 What is “Activated Sludge”? Activated sludge is microorganisms (bugs) To properly control the activated sludge process, you must successfully control the growth of the microorganisms.  This is where the operator comes in.   Control it or it controls you!
15 “Activated Sludge” As wastewater is mixed with air/oxygen   A BROWN floc develops Floc contains microorganisms (bugs) & other material Bugs use much of the suspended & dissolved material as food 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583
So- again “do they work?” Again--- It dependsa lot on the operator and his/her resources So lets talk a bit about that… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 16
If you were a bug… What would you need to survive? What would you need to thrive? 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 17
Your most vital resource is… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 18 FLOC (Biomass)
9/1/2011 19 Resource Development
9/1/2011 20 Resource Development
Resource Development 9/1/2011 21
Biomass too young… Poor settling Poor removal rates 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 22 ,[object Object],[object Object]
Biomass too old= 9/1/2011 24 ,[object Object]
Growth of filaments

More Related Content

Viewers also liked

Sbr wastewater treatment plant
Sbr wastewater treatment plantSbr wastewater treatment plant
Sbr wastewater treatment plant
wwwtwastewater
 
L 8 stormwater sewr design
L 8 stormwater sewr designL 8 stormwater sewr design
L 8 stormwater sewr design
Dr. shrikant jahagirdar
 
Sequencing batch reactor ppt
Sequencing batch reactor pptSequencing batch reactor ppt
Sequencing batch reactor ppt
Ashwini Ingale
 
Stp plants Technology by a3s enviro & Consultants
Stp plants  Technology by a3s enviro & Consultants Stp plants  Technology by a3s enviro & Consultants
Stp plants Technology by a3s enviro & Consultants
A3S Enviro Consultants
 
Runoff & Flood Frequency Analysis
Runoff & Flood Frequency AnalysisRunoff & Flood Frequency Analysis
Runoff & Flood Frequency Analysis
Malla Reddy University
 
L 5and l-6 sewer design
L 5and l-6 sewer designL 5and l-6 sewer design
L 5and l-6 sewer design
Dr. shrikant jahagirdar
 
Sewage Treatment Plant Treatment For Wastewater
Sewage Treatment Plant Treatment For WastewaterSewage Treatment Plant Treatment For Wastewater
Sewage Treatment Plant Treatment For Wastewater
Kaleem
 
Water presentation final ppt
Water presentation final pptWater presentation final ppt
Water presentation final pptLisaMartinez78247
 

Viewers also liked (9)

Training
TrainingTraining
Training
 
Sbr wastewater treatment plant
Sbr wastewater treatment plantSbr wastewater treatment plant
Sbr wastewater treatment plant
 
L 8 stormwater sewr design
L 8 stormwater sewr designL 8 stormwater sewr design
L 8 stormwater sewr design
 
Sequencing batch reactor ppt
Sequencing batch reactor pptSequencing batch reactor ppt
Sequencing batch reactor ppt
 
Stp plants Technology by a3s enviro & Consultants
Stp plants  Technology by a3s enviro & Consultants Stp plants  Technology by a3s enviro & Consultants
Stp plants Technology by a3s enviro & Consultants
 
Runoff & Flood Frequency Analysis
Runoff & Flood Frequency AnalysisRunoff & Flood Frequency Analysis
Runoff & Flood Frequency Analysis
 
L 5and l-6 sewer design
L 5and l-6 sewer designL 5and l-6 sewer design
L 5and l-6 sewer design
 
Sewage Treatment Plant Treatment For Wastewater
Sewage Treatment Plant Treatment For WastewaterSewage Treatment Plant Treatment For Wastewater
Sewage Treatment Plant Treatment For Wastewater
 
Water presentation final ppt
Water presentation final pptWater presentation final ppt
Water presentation final ppt
 

Similar to Sam Isam And The Sbr What Are They And Do They Work2011

Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...
Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...
Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...
IRJET Journal
 
What can Joe do for you
What can Joe do for youWhat can Joe do for you
What can Joe do for you
Joe Kalchbrenner
 
Other Separations Techniques for Suspensions
Other Separations Techniques for SuspensionsOther Separations Techniques for Suspensions
Other Separations Techniques for Suspensions
Gerard B. Hawkins
 
Why ask always for MTP and not "only" MPO connectors
Why ask always for MTP and not "only" MPO connectorsWhy ask always for MTP and not "only" MPO connectors
Why ask always for MTP and not "only" MPO connectors
Conseltel
 
Compressed air gases guidelines
Compressed air gases guidelinesCompressed air gases guidelines
Compressed air gases guidelines
Javier Jesús González Quina
 
Thesis_11 11 2016
Thesis_11 11 2016Thesis_11 11 2016
Thesis_11 11 2016panukikale
 
EOHS Awareness Trg.ppt
EOHS Awareness Trg.pptEOHS Awareness Trg.ppt
EOHS Awareness Trg.ppt
ThangapandianT
 
Water / Environmental Engineering Senior Design _ USF 2013 _ Wastewater Team
Water /  Environmental Engineering Senior Design _ USF 2013 _ Wastewater TeamWater /  Environmental Engineering Senior Design _ USF 2013 _ Wastewater Team
Water / Environmental Engineering Senior Design _ USF 2013 _ Wastewater Team
MelButcher
 
Using additives to drive coefficient of friction and wear reduction in plastics
Using additives to drive coefficient of friction and wear reduction in plasticsUsing additives to drive coefficient of friction and wear reduction in plastics
Using additives to drive coefficient of friction and wear reduction in plastics
molykotetl
 
Condition monitoring of_steam_turbines_by_performa
Condition monitoring of_steam_turbines_by_performaCondition monitoring of_steam_turbines_by_performa
Condition monitoring of_steam_turbines_by_performa
Udhayakumar Venkataraman
 
In line filters catalog
In line filters catalogIn line filters catalog
CBA (Gagal).ppt
CBA (Gagal).pptCBA (Gagal).ppt
CBA (Gagal).ppt
ssuser820074
 
Sue Lawrence:
Sue Lawrence: Sue Lawrence:
Sue Lawrence: ovivombr
 
IRJET- Parametric Optimization of the Surface Characteristics of Rock Dus...
IRJET-  	  Parametric Optimization of the Surface Characteristics of Rock Dus...IRJET-  	  Parametric Optimization of the Surface Characteristics of Rock Dus...
IRJET- Parametric Optimization of the Surface Characteristics of Rock Dus...
IRJET Journal
 

Similar to Sam Isam And The Sbr What Are They And Do They Work2011 (20)

Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...
Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...
Analyses of Water Contaminants Lubricated Deep Groove Ball Bearing through Vi...
 
Aeration101 R2
Aeration101 R2Aeration101 R2
Aeration101 R2
 
What can Joe do for you
What can Joe do for youWhat can Joe do for you
What can Joe do for you
 
Master Presentation
Master PresentationMaster Presentation
Master Presentation
 
Other Separations Techniques for Suspensions
Other Separations Techniques for SuspensionsOther Separations Techniques for Suspensions
Other Separations Techniques for Suspensions
 
Why ask always for MTP and not "only" MPO connectors
Why ask always for MTP and not "only" MPO connectorsWhy ask always for MTP and not "only" MPO connectors
Why ask always for MTP and not "only" MPO connectors
 
Compressed air gases guidelines
Compressed air gases guidelinesCompressed air gases guidelines
Compressed air gases guidelines
 
Thesis_11 11 2016
Thesis_11 11 2016Thesis_11 11 2016
Thesis_11 11 2016
 
SDO Presentation Slide Latest
SDO Presentation Slide LatestSDO Presentation Slide Latest
SDO Presentation Slide Latest
 
Purolite_CalB Immo Plus_v6_Singles
Purolite_CalB Immo Plus_v6_SinglesPurolite_CalB Immo Plus_v6_Singles
Purolite_CalB Immo Plus_v6_Singles
 
Texas Frac Competition
Texas Frac CompetitionTexas Frac Competition
Texas Frac Competition
 
EOHS Awareness Trg.ppt
EOHS Awareness Trg.pptEOHS Awareness Trg.ppt
EOHS Awareness Trg.ppt
 
Water / Environmental Engineering Senior Design _ USF 2013 _ Wastewater Team
Water /  Environmental Engineering Senior Design _ USF 2013 _ Wastewater TeamWater /  Environmental Engineering Senior Design _ USF 2013 _ Wastewater Team
Water / Environmental Engineering Senior Design _ USF 2013 _ Wastewater Team
 
Using additives to drive coefficient of friction and wear reduction in plastics
Using additives to drive coefficient of friction and wear reduction in plasticsUsing additives to drive coefficient of friction and wear reduction in plastics
Using additives to drive coefficient of friction and wear reduction in plastics
 
Condition monitoring of_steam_turbines_by_performa
Condition monitoring of_steam_turbines_by_performaCondition monitoring of_steam_turbines_by_performa
Condition monitoring of_steam_turbines_by_performa
 
In line filters catalog
In line filters catalogIn line filters catalog
In line filters catalog
 
CBA (Gagal).ppt
CBA (Gagal).pptCBA (Gagal).ppt
CBA (Gagal).ppt
 
Shale & tight reservoir simulation cmg
Shale & tight reservoir simulation cmgShale & tight reservoir simulation cmg
Shale & tight reservoir simulation cmg
 
Sue Lawrence:
Sue Lawrence: Sue Lawrence:
Sue Lawrence:
 
IRJET- Parametric Optimization of the Surface Characteristics of Rock Dus...
IRJET-  	  Parametric Optimization of the Surface Characteristics of Rock Dus...IRJET-  	  Parametric Optimization of the Surface Characteristics of Rock Dus...
IRJET- Parametric Optimization of the Surface Characteristics of Rock Dus...
 

Sam Isam And The Sbr What Are They And Do They Work2011

  • 1. SAM / iSAM & the SBR – what are they &do they work? Fall 2011 Short Course
  • 2. What are they? ISAM™ Integrated Surge Anoxic Mix: a sequencing batch reactor (SBR) with fixed decanter and jet aeration (courtesy Fluidyne Corp website at fluidynecorp.com) 9/1/2011 2
  • 3. What are they? SAM™ Surge/Anoxic Mix: integrates anoxic and aerobic processes for energy efficient BOD, TSS and nutrient removal (courtesy Fluidyne Corp website at fluidynecorp.com) 9/1/2011 3 On/Off aeration Continuous Fill Aerobic Anoxic Static Interact Scum Treatment Nit/Denit DO or ORP Control
  • 4. What are they? SBR Sequencing Batch Reactor: a fill-and draw activated sludge system (courtesy EPA factsheet) with no clarifier 9/1/2011 4 On/Off aeration Aerobic Anoxic Static React Anoxic Settle Decant Waste Anoxic Fill Aerated Fill DO or ORP Control
  • 5. It’s Activated Sludge (in one tank)! A versatile biological process with significant capabilities 5 SBR Conventional Activated Sludge System (2 or more tanks)
  • 6. Advantages Treatment in one vessel (aeration basin becomes final clarifier) No primary clarifier Flexibility Operator control Smaller footprint Capable for municipal or industrial Produce less sludge than other systems 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 6
  • 7. Advantages Very effective Nitrification and Denitrification within the activated sludge tank before settling Scum handling Proper decanter design and system programming eliminates drawing scum or solids into effluent 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 7
  • 8. Advantages Easy to add on to Can vary influent flows with the SAM/SBR Once stable operator attention can be somewhat minimized “Retrofitable” Can do off site operation with right SCADA With some operational changes may be able to achieve P removal or other Other… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 8
  • 9. Downside Dependence on programming and controls (sophisticated compared to most other systems) May require more technical maintenance (controls) Inadequate decanters could lead to solids or scum being drawn out when decanting 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 9
  • 10. Downside Inadequate aerators or mixing systems could plug or perform poorly and make operators job harder No primary clarifier Some papers suggest these are limited to 5 MGD or less due to the complexity of controls Takes some time to learn Other… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 10
  • 11. Do they work (SAM + SBR)? my 1-second answer…. 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 11
  • 12.
  • 19. Effluent FOG <5 mg/l9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 12
  • 20. Do they work (SAM + SBR)? 30 minute answer… It dependsa lot on the operator and his/her resources 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 13
  • 21. 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 14 What is “Activated Sludge”? Activated sludge is microorganisms (bugs) To properly control the activated sludge process, you must successfully control the growth of the microorganisms. This is where the operator comes in. Control it or it controls you!
  • 22. 15 “Activated Sludge” As wastewater is mixed with air/oxygen A BROWN floc develops Floc contains microorganisms (bugs) & other material Bugs use much of the suspended & dissolved material as food 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583
  • 23. So- again “do they work?” Again--- It dependsa lot on the operator and his/her resources So lets talk a bit about that… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 16
  • 24. If you were a bug… What would you need to survive? What would you need to thrive? 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 17
  • 25. Your most vital resource is… 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 18 FLOC (Biomass)
  • 26. 9/1/2011 19 Resource Development
  • 27. 9/1/2011 20 Resource Development
  • 29.
  • 30.
  • 32.
  • 33. CDSD Video Special thanks to stevenmyers71 and YouTube for this Wastewater Microbiology Video (http://www.youtube.com/watch?v=epAh6hHOq3c&feature=related)
  • 34. 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 27 Why use Activated Sludge (ISAM, SAM, and the SBR)? Why not a Trickling Filter, RBC, or Lagoon?
  • 35. 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 28 Performance & Capability Trickling Filter: 80-85% BOD loading rates 5-25lb/d BOD/1000cuft RBC 80-95% BOD loading 2.5-4lb/d BOD/1000 cu.ft Lagoon est. 80-90% BOD? loading rate for facultative max 25lb/d/ac Conv. Act. Sldg. 95-99% can load much higher (more BOD) SAM/SBR upper end of this range
  • 36.
  • 37. You have the time & resources
  • 38. You use valid & on time data
  • 39. A lot of math
  • 41. 1 change at a time: 10-15%
  • 42.
  • 43. Upcoming Activated Sludge Training… “Activated Sludge BOOT Camp” Oct. 8, 2011 hosted by NCC in Sheldon “Activated Sludge BOOT Camp” Feb. 2, 2012 hosted by ICCC in Fort Dodge Soon to come: “Activated Sludge BEYOND Boot Camp” hosted by IHCC in Eddyville And the brand new “Activated Sludge Institute” See the Training Table at morservices.com or contact MOR for information 31
  • 44. Special Thanks Steve Moehlmann, M&M Environmental Services & Des Moines WRA Phil Koundakjian, Kirkwood Community College and Des Moines WRA (retired) Ron Schuyler, RTW Engineering 9/1/2011 32 Copyright 2011 Mark Simms, President MOR 712-540-0583
  • 45. Special Thanks Numerous instructors IAWEA Waste contributors who have provided special challenges Fluidyne Corp Bert Gurney & Associates 9/1/2011 33
  • 46. 9/1/2011 Copyright 2011 Mark Simms, President MOR 712-540-0583 34 Way to go!!!