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Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Jia (Jack) Ma, PhD, PE, D.WREProduct Manager – Filtration
An Innovative Energy Saving Primary Filtration Using Cloth Media Technology
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Agenda
• Introduction to Aqua-Aerobic Systems
• OptiFiber® Pile Cloth Media Filtration
• Primary Filtration at Rock River Water Reclamation
District, IL
• Summary
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Aqua-Aerobic Systems, Inc.Loves Park, IL
• Founded in 1969, Privately Held Company
• 130 Employees (Office and Manufacturing)
• Applied Engineering Focus
• > 10% of Profits Back to R&D
• Manufacture Key Components
• > 24 Patented Products and Processes
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Technology Timeline
1969
Aqua‐Jet® Aerator
1975 1984 1986 1991 1993 1999 2003 2004
AquaDDM® Mixer
AquaABF® Filter
Aqua MixAir®System
AquaSBR® System
Aqua MSBR® System
Cloth Media Filtration
AquaMB Process®
System
AquaDiamond® Filter
2005
Aqua‐Aerobic® MBR System
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Technology Timeline
2006
AquaPASS® System
IntelliPro® Process
Management System
ContinuedInnovation
2008 2009 2010 2011 2012
AquaBioMax™
OptiFiber PES‐14
MicroFiber OxyMix® Pure Oxygen Mixer
Aqua
UltraFiltration™
Flow Characterization
Intellipro®Aqua‐Jet® TTHM Approval
2013
Research Technology Center
Aqua MegaDisk™
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Filtration ExperienceOver 3,000 Units Installed
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
OptiFiber® Pile Cloth Media Filtration
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
OptiFiber Pile Cloth Media
• Pile Construction
• Polyester Support Backing
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Maximize
• Removal of TSS
• Hydraulic throughput
Minimize
• Chemical
• Backwash
Filtration Goals
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Filtration Particle Removal Mechanisms
Straining
Sedimentation
Impaction
Interception
Adhesion
Flocculation
Surface Mechanism
Depth Filtration
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
So, what does all this mean?
Rapid Sand Filter
L/D = 500-1000
PES-14 Microfiber
L/D = 425-715
L/D Ratio
L=300-600 mm
D=d10=0.6 mm D≈0.007 mm
L=3-5 mmWhen wet
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Filtration Particle Removal Mechanisms
Surface Mechanism Depth Filtration
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
AquaDisk® Cloth Media Filter
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
How AquaDisk® Cloth Media Filter Works
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
How AquaDisk® Cloth Media Filter Works
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
How AquaDisk® Cloth Media Filter Works
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Primary FiltrationRock River Water Reclamation District
April 8 – July 13 2014
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Testing Objectives
Hydraulic and solids loading capabilities
Relative cloth performance (PA2-13 vs. Microfiber vs. Clarifier)
Energy savings
BW/SW volume and frequency (% of applied flow)
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Research & Technology Center
– Located at Rock River Water Reclamation District
– 80ft by 60 ft x 14 ft (tall)– Inputs: primary influent and
effluent, secondary effluent, RAS
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Testing Equipment
Screen (¼ inch
openings) Filtration
Grit removal
Raw Sewage
Primary
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Testing Conditions
24/7 operation
Side-by-side testing with primary clarifier
Flux rates 3.25 – 4.0 gpm/sf-day, mostly 3.25 gpm/sf-day
Filter influent TSS averaged 236 mg/L (104 – 526 mg/L)
Solids loading rates approximately 9 – 10 lb/sf-day
No chemical addition
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
OptiFiber PA2-13®
(April 8 – May 9, 2014)
OptiFiber® Pile Cloth Media Tested
OptiFiber PES-14®
(May 9 – July 13, 2014)
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results:
1Represents the average of daily removals Σ(inf-eff)/∑inf, not removal of overall averages (Σinf –Σeff)/Σinf2Results represent one grab sample per medium
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – TSS & BOD Removal:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – TSS Removal:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – TSS Trending
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – TSS Trending
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – BOD Removal:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – BOD Trending
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – BOD Trending
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – UVT Improvement:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – UVT Trending
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Results – UVT Trending
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Summary
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Performance
• Consistently high effluent for the variable influent conditions
Filters in lieu of Primary Clarification
• Better removal of TSS and BOD5
• More VSS (~25-38%) to the anaerobic digester
• More energy recovery (gas production)
• Less energy (~30-45%) use in the downstream aeration process
Primary Effluent Disinfection Systems
• Reduced Energy/Improved performance
Implications:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
Backwash
• Ranged from 12 to 13% of the applied flow
• Optimization was not an objective of this study
• Improvement can be achieved by BW set-point adjustment and filter basin re-design
Fats, Oils and Grease (FOG)
• Did not affect the operation or removal performance
Implications:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
40 ft
60 ft
Settling Basin
12 ft
20 ft
Aqua MegaDisk Filter
Implications:
Providing AdaptiveProviding Adaptive Water ManagementWater Management SolutionsSolutions
• Replacement of primary clarifier for better removals and smallerfootprint
• Carbon reduction to reduce energy in the activated sludge process
• Carbon diversion to improve gas production in anaerobic digestion
• Treatment of combined and sanitary sewer overflows (CSO & SSO) for TSS and BOD reduction
• Stormwater treatment
• Other high solids treatment process
Potential Applications: