filtration fundamentals: the basics and why filtration ... · examples: screening, media filters,...
TRANSCRIPT
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Filtration Fundamentals: The basics and why
filtration matters today
Kentucky Stormwater Association Annual Conference
July 20, 2017
Angie Bidlack, PE, Area Manager
Samantha Brown, Regional Regulatory Manager
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Contech Engineered Site Solutions
Bridges, Drainage, Stormwater Management, Erosion Control,
Structures, Retaining Walls, Roadway & Earth Stabilization
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• Filtration Overview
• Filtration in Stormwater
• Filtration Innovation
• Discussion
Agenda
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• The act or process of removing something unwanted from liquid, gas, etc., by
using a filter (Merriam Webster Learners Dictionary)
• Inert Media Filtration: A unit process in which suspended solids and
associated particulate pollutants are removed by use of a media such as sand
or perlite.
o Source: Minton, Stormwater Treatment Second Edition
• Sorptive Media Filtration: A unit process in which dissolved constituents are
removed by attachment to a filter media at the molecular level.
o Source: Minton, Stormwater Treatment Second Edition
What is filtration?
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Common Filters
5
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Media Type
o Active vs Inert
Media Porosity/Gradation
o Coarse vs Fine
Media Shape
o Irregular vs symmetrical
Media Thickness
o Depth vs Surface
Hydraulic Loading Rate
o Slow vs Fast
Factors Affecting Filter Performance
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Filter Media Variables
Range of particle sizes better than uniform size
Finer media more effective but limits flow
Irregular shaped particles better than symmetrical
High surface area improves reactive capacity
All else equal deeper is better assuming bed filtration
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Surface Filtration vs. Bed Filtration
Bed FiltrationSurface/Membrane Filtration
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Pretreatment common to reduce load on media and extend maintenance cycle
o Knock out the coarse stuff
Media type and gradation
o Often governed by pollutants of concern and performance goals
o Leaching and toxicity can be media concerns
Hydraulic Loading Rate (gpm/ft2 of media surface area)
o High loading rates result in smaller filters but all else equal need more maintenance
o Loading rates in stormwater range from 0.05 - >10 gpm/ft2
Longevity
o Filters must be designed with longevity in mind especially if frequent maintenance is
not realistic
Critical Filter Design Considerations
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Physical/Inert Media Filtration
Examples: Screening, Media filters, Sand filters, Biofilters, Infiltration
• Inert media is physical barrier to solid particles
• Sedimentation often plays major role in filter effectiveness
• Good control of solids and attached pollutants
• Removal of particulate bound pollutants (i.e. metals and phosphorus)
• No removal of dissolved/soluble pollutants
• Leaching possible
• Longevity must be considered
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Reactive Filtration
Reactive filtration media with an affinity for target pollutants
• Works in parallel with physical filtration and/or sedimentation
• Target pollutant is bound to media via adsorption, ion exchange etc.
• Effective removal of soluble/dissolved pollutants
• Boosts overall pollutant load reduction
• Prevents leaching
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Total Phosphorus Removal
TPP
TP
TDP
Maximizing Load Reduction
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Sand Filter (Sedimentation, Physical Filtration)
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Sizing a Sand Filter
1
Sand: 3.5 ft/day (City of Austin 1988)
Peat: 2.0 ft/day (Galli 1990)
Leaf compost: 8.7 ft/day (Claytor and Schueler, 1996)
Bioretention Soil: 0.5 ft/day (Claytor and Schueler, 1996) Source: NYSDEC Stormwater Manual 2015
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Key Considerations
1
• New media typically has substantially more hydraulic capacity
• Sand filter design accounts for loss of hydraulic conductivity
over time
• Surface area of a filter is determined based on the amount of
runoff to be treated and hydraulic capacity of the media
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Evolution of Filter Technology: Horizontal to Radial
Horizontal Bed Filter Manhole StormFilter
Increased longevity
Smaller structures
Easier maintenance
Custom filter media options
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Innovative Media Filtration
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Media Filtration
PhosphoSorb™ PerliteCSF®
Leaf MediaZPG
Sediments ■ ■ ■ ■
Phosphorous ■ ■
Oil and Grease ■ ■ ■ ■
Soluble Metals ■ ■ ■
Organics ■ ■
Nutrients ■ ■ ■ ■
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Evolution of Filter Technology: Maximum Surface Area in Compact System
Pleated Membrane Filter Jellyfish Filter
Innovative Membrane Filtration
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Bioretention/Biofiltration
Source: NYSDEC Chap. 5 NYS Stormwater Management Design Manual
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Engineered High Rate Biofiltration
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Underground Infiltration
Perforated CMP System
Open Bottom Chamber System
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Maintenance
• Longevity, Longevity, Longevity…..
• All filters clog eventually
• Must strike balance between loading rate
and longevity
• Ensure maintainability
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Discussion
2
We rely on many different filtration systems and fundamentals are key to
success/functionality
◦ Choose right tool for the job
◦ What are targeted pollutants?
Inspection & Maintenance
◦ Consider pretreatment and treatment trains
Innovative is essential but don’t overlook the fundamentals
◦ Will it remove target pollutants
◦ Is sizing realistic
◦ Life cycle cost
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Angie Bidlack, PE
Area Manager
317-586-3175
Samantha Brown
Regional Regulatory Manager
859-321-5825
Questions?