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SPECIALTY WORKSHOP CONNECTING THE DOTS:
THE IMPACTS OF WATER CONSERVATION ON WASTEWATER TREATMENT
JULY 21, 2016
Hosted By: Southern California Alliance of Publicly- Owned Treatment Works
Click to Start
ESTABLISHING A NEW BASELINE aggressive water conservation throughout - - PDF document
SPECIALTY WORKSHOP CONNECTING THE DOTS: THE IMPACTS OF WATER CONSERVATION ON WASTEWATER TREATMENT JULY 21, 2016 Hosted By : Southern California Alliance of Publicly- Owned Treatment Works Click to Start ESTABLISHING A NEW BASELINE aggressive
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THE IMPACTS OF WATER CONSERVATION ON WASTEWATER TREATMENT
JULY 21, 2016
Hosted By: Southern California Alliance of Publicly- Owned Treatment Works
Click to Start
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Agenda 9: 00 am O peni ng Rem ar ks ( G . M i l l er )
nt r
i
and For m at 9: 15 – 9: 45 W yat t Tr
I m pact s and Cascade Ef f ect s 9: 45 – 10: 15 G er al d Fej ar ang
m pact s
Asset s and Asset Rel i abi l i t y 10: 15 – 10: 30 BREAK 10: 30 – 11: 00 Jam i e Fer r
m pact s
Ener gy Dem and 11: 00 – 11: 45 Case St udi es and Exam pl es 11: 45 – 1: 00 Lunch 1: 00 – 1: 45 Devel
ng Sol ut i
Pr
Cont r
, New T echnol
es 1: 45 – 2: 30 I nput f r
Par t i ci pant s ( Red Dot ) 2: 30 – 3: 00 W r ap- Up
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1. CREATE AN OPPORTUNITY TO COMMUNICATE, LISTEN, AND UNDERSTAND A NEW CHALLENGE. 2. IDENTIFY RESILIENT PROCESS MANAGEMENT STRATEGIES. 3. REFINE ENERGY AND CHEMICAL DEMAND APPROACHES. 4. DISCUSS PREDICTABLE SYSTEM PERFORMANCE AND COST. 5. IMPROVE INPUT FOR FUTURE DESIGNS. 6. DiISCUSS INVESTMENT STRATEGIES FOR MODERN TECHNOLOGIES AND SUPPORT SYSTEMS.
FLOW NEW CONNECTIONS BOD AMMONIA
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FLOW NEW CONNECTIONS
BOD AMMONIA FLOW
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AMMONIA SOLUBLE BOD PARTICULATE BOD FLOW
ENERGY DEMAND ENERGY POTENTIAL FLOW
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ENERGY DENSITY COMPLIANCE AS ENERGY DENSITY TRENDS UP, COMPLIANCE TRENDS DOWN
STEP CHANGE
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WINTER RAIN REDUCED RAIN DROUGHT PROLONGED DROUGHT VOLATILE WEATHER
2005 2008 2010 “THE NEW NORMAL” 2015
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ENERVENTI O N
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WHAT HAPPENS IN THE SEWER… DOESN’T STAY IN THE SEWER… AFFECTS EVERYTHING
COLLECTION SYSTEM HEADWORKS PRIMARY SEDIMENTATION THICKENING & DIGESTION SECONDARY TREATMENT TERTIARY FILTRATION EFFLUENT DISINFECTION RECYCLING & REUSE
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COLLECTION SYSTEM HEADWORKS PRIMARY SEDIMENTATION THICKENING & DIGESTION SECONDARY TREATMENT TERTIARY FILTRATION EFFLUENT DISINFECTION RECYCLING & REUSE
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GRIT SYSTEM
SOLIDS
CORROSION, CHEMICALS
GASIFICATION
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MASS TO DIGESTION
RECIRCULATION TO HEADWORKS
ATTENTION
CO-GEN
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EFFICIENCY
TOXICITY
CAPACITY
POLYSACCHARIDES
ENERGY
ANAEROBIC ANOXIC AERATION POST-ANOXIC
REAERATION
RAS MLR
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MIXED LIQUOR RETURN (MLR) PUMPING CAN’T HANDLE INCREASED AMMONIA CONCENTRATION
MLR SIZING BASED ON AMMONIA CONCENTRATION Influent flow = 30 mgd Effluent TIN = 7 mg/L RAS @ 100% = 30 mgd MLR @ 4Q design = 120 mgd INFLUENT NH3-N 25 mg/L 35 mg/L 45 mg/L 55 mg/L MLR CAPACITY 47 MGD 90 MGD 133 MGD 176 MGD
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IN-PLANT RECIRCULATION
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DOSE
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FAILURE MODES & EFFECTS ANALYSIS
IDENTIFY PERFORMANCE OBJECTIVES
GROUP FUNCTIONAL FAILURE ANALYSIS
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PARENT CHILD
GRANDCHILD
GREAT-GRANDCHILD
ASSET HIERARCHY
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CONCENTRATION LOAD AND HYDRAULIC CONDITIONS
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MORE WATER! SAVE ENERGY! REDUCE GHG!
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NEW TECHNOLOGIES BETTER INFORMATION, & SUPPORT FOR NEW STRATEGIES
MAJOR SHIFT IN HOWs & WHYs OF ENERGY USE OPTIMIZATION = BEST FIT CURVE OF HOW ENERGY IS USED
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1. BASELINE CONDITIONS MUST BE DEFINED AND QUANTIFIED 2. ALETERNATIVE STRATEGIES ARE APPLIED TO A CALIBRATED MODEL OF ENERGY USAGE 3. ENERGY DEMAND IS MINIMIZED THROUGH AN INTEGRATED PROCESS MANAGEMENT PLAN 4. OUTCOMES MUST BE DEFINED
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OPTIMIZATION REQUIRES TRACKING AND MEASUREMENT
WHAT NEEDS TO BE DONE? HOW IS IT BEING DONE? CAN IT BE DONE BETTER? DOES IT CHANGE RISK?
KNOWING HOW AND WHY ENERGY AND PROCESS OBJECTIVES ARE CONNECTED (INTERCONNECTEDNESS)
FUNCTIONAL ANALYSIS CONDITION ASSESSMENT TECHNOLOGY GAP ANALYSIS RISK ANALYSIS
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USE EXACTLY ENOUGH ENERGY TO PERFORM WORK
OR
ENERGY REQUIRED
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STRAINERS
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AMMONIA LOAD
DROUGHT
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LOAD
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