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Mar 05, 2016
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Evaluation & Optimization of
Granular Media Filters
Molly Page, PE
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Water Workshop
OTCO
March 27, 2012
• Approaches to FilterOptimization
• What defines “good”design/performance ?
– Water Quality Goals
– Operational Goals
• Common Causes of Sub-ParPerformance
• Evaluation & OptimizationTechniques
Presentation Outline
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Water Workshop
OTCO
March 27, 2012
• Mostly common sense…not a“black art”
• Be organized, stick to the facts
• Systematic gathering ofinformationabout plant performance:
– Data trending & analysis – Check plant design criteria
against “actual”
– Track chemical dosing vsperformance
– Field measurements
• Visual Observations
Approaches to Filter Evaluation & Optimization
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Water Workshop
OTCO
March 27, 2012
Typical Filter Run
Filter-to-Waste will
improve overall
filtered water quality
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Water Workshop
OTCO
March 27, 2012
• Consistently less than 0.3 NTU
• Particle counts < 50particles/mL
• > 2-log removal of Giardia andCryptosporidium sized particles
• Long and predictable filter runs(24+ hours) – Same for eachfilter
• Minimal premature particlebreakthrough
What constitutes “good” filter performance ?
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Common Filter Operating
Problems & Causes
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Water Workshop
OTCO
March 27, 2012
Common Filter Problems
Filter Hydraulic Shock
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Water Workshop
OTCO
March 27, 2012
Common Filter Problems
Valve “Hunting”
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Water Workshop
OTCO
March 27, 2012
• Backwashing of other filters increases flow to remaining filters
• Short term hydraulic shock dislodges particles
Common Filter Problems
Spiking during Backwash
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Water Workshop
OTCO
March 27, 2012
Common Filter Problems
Effluent Turbidity “Creep”
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Water Workshop
OTCO
March 27, 2012
Particle Count Data is particularly sensitive for filter monitoring
1
10
100
1,000
10,000
0 10 20 30 40 50 60
Filter Run Time (h)
N u m b e r
o f P a r t i c l e s
> 2 u m ( C
o u n t s / m L )
Filter#2 Raw
1-log removal
2-log removal
2.5-log removal
Filters are at 1.5 log removal
for latter part of filter run
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Water Workshop
OTCO
March 27, 2012
• Poor pre-treatment performance
• Excessive operational loading rates• Lack of filter-to-waste capability
• Hydraulic “shock”
• Filter media loss or upset
• Filter underdrain damage or failure
• Poor cleaning effectiveness
– Mudballing
– Short circuiting
– Intermixing of media
Common Causes for Poor Filter Performance
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Water Workshop
OTCO
March 27, 2012
• All media should be selected toshare a common fluidization velocity
– Minimize intermixing of layers
• Severe intermixing causes shortfilter runs by reducing void volumein upper layer of filter
• Note: Media characteristics canchange over time:
– Encrustations
– Deposition
– Physical degradation of media grains(wear)
Good Filter Design Practice
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Water Workshop
OTCO
March 27, 2012
Appropriate Backwashing Rates
Note: Rates are at 20C, and must
be adjusted for other temperatures
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Filter Evaluation Techniques
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Water Workshop
OTCO
March 27, 2012
• Visual Inspection
• In-Filter Techniques
– Filter Core Sampling
– Backwash Waste Characterization
– Floc Retention Profiling
– Bed Fluidization
– Mudball Analysis
– Gravel Profiling
• SAFETY FIRST
Granular Media Filters Evaluation Techniques
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Water Workshop
OTCO
March 27, 2012
• Never walk directly on filter media
• Ensure filter is FULLY drainedbefore entering filter box
• Beware of filter appurtenances – Wear a hard hat
• Use a safety harness whereapplicable, particularly during bedfluidization testing
Filter Evaluation Safety Issues
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Water Workshop
OTCO
March 27, 2012
• The first line of defense in filtermonitoring and evaluation
• Look for easy to recognize issues:
– Media boiling during wash
– Uneven wash distribution
– Uneven overflow into BW troughs
– Cratering in media surface
– Visible mudballs
• Create a map of the filter and trackobservations for future mitigation
Visual Observation of Filters
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Water Workshop
OTCO
March 27, 2012
• Boiling is usually clearly visible during the earlystages of backwash
Visual Inspection Filter “Boiling”
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Water Workshop
OTCO
March 27, 2012
• “Mounding” of filter mediasurface – Suggests possible
disturbance in gravel layer – High localized flow
Visual Inspection Media “Mounding”
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Water Workshop
OTCO
March 27, 2012
• Suggests possible damage tounderdrain
Visual Inspection Media “Cratering”
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Water Workshop
OTCO
March 27, 2012
• Insufficient Wash Velocities toremove heavier mud and silts
• Effectively blocks off filter areaand increases local loadingrates
Visual Inspection Mudballs
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Water Workshop
OTCO
March 27, 2012
• “Cracking” at media surface
• Sand separation at filter walls
• Visible algae growth
• Filter media in troughs
• Has scaling or fouling changed
the backwash characteristics ofthe media ?
• Depth of Media – Is it uniform ?
• Are the washwater troughslevel ?
• Freeboard – Top of media tounderside of trough
• Does surface wash effectivelyreach the corners ?
Visual Inspection Other Issues
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Water Workshop
OTCO
March 27, 2012
• A number of techniques can beused to diagnose filter
performance issues – Filtration Rate Checking
– Backwash Rise Rate Checking
– Floc Retention Profiling
– Backwash WasteCharacterization
– Gravel profiling
– Sieve testing of media size
– Media bed depth checking
– Bed Fluidization Checking
In-Filter Evaluation Techniques
• Tests are relatively easy, andcan use
home-made testing equipment
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Water Workshop
OTCO
March 27, 2012
Homemade Device for Walking on Filter Media
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Water Workshop
OTCO
March 27, 2012
• Source: Filter Maintenance &Operations Guidance Manual,
AWWARF, 2002
Filter Core Sampling Coring Device
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Water Workshop
OTCO
March 27, 2012
Filter Core Sampling Procedure
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Water Workshop
OTCO
March 27, 2012
• Perform timed sampling of backwashwaste to determine solids content
• It is possible to over-wash a filter
– Backwash waste characterizationcan help assess the “right”duration
– Use data to assess when toterminate washing
• May allow reduction in waterwastage, and residuals volumes
Backwash Waste Characterization
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Water Workshop
OTCO
March 27, 2012
Backwash Waste Characterization Typical Results
0.1
1
10
100
1000
0 2 4 6 8 10 12 14 16 18 20
W a s t e T u r b i d i t y , N T U
Backwash Duration, Minutes
Backwash Waste Turbidity, NTU
Target Turbidity, NTU
Backwash should
be cut-off here
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Water Workshop
OTCO
March 27, 2012
• Take a core sample
• Sub-divide the core into depthfractions
• Rinse each fraction using a knownvolume of water, to clean solids offthe media
• Measure turbidity in each fraction,before and after washing of filter
• Measures how well solids arebeing removed from the bed
Floc Retention Profiling
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Water Workshop
OTCO
March 27, 2012
• Source: Filter Maintenance &Operations Guidance Manual,
AWWARF, 2002
Floc Retention Profiling Sampling Equipment
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Water Workshop
OTCO
March 27, 2012
Floc Retention Profiling Typical Results
0
5
10
15
20
25
30
35
40
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150
D e p t h f r o m T o p o f M e
d i a , i n c h e s
Turbidity, NTU
After Backwash
Before Backwash
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Water Workshop
OTCO
March 27, 2012
Turbidity, NTU Filter Media Condition
0 - 30 NTU Clean - Unripened filter – Long ripening time
30 - 60 NTU Clean - Ripened Filter
60 - 120 NTU Slightly dirty, Still OK
120 - 300 NTU Dirty - Re-Evaluate Backwashing
> 300 NTU Mudball Problems
Floc Retention Profiling Evaluation of Results
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Water Workshop
OTCO
March 27, 2012
• Source: Filter Maintenance &Operations Guidance Manual,
AWWARF, 2002
Filter Bed Fluidization Testing Equipment
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Water Workshop
OTCO
March 27, 2012
Filter Bed Fluidization Test Protocol
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Water Workshop
OTCO
March 27, 2012
Backwash Flow Rate Bed Expansion Notes
Below required < 20%
Increase backwash rate and
repeat test
Below required 20 - 30%Increase backwash rate and
repeat test
Below required > 30% Check water temperature
Correct Flow < 20%
Check for Polymer Buildup on
Filter
Correct Flow 20 - 30% No Action Required
Correct Flow > 30% Check Media Specs.
Above Required < 20%Check for Polymer Buildup on
Filter
Above Required 20 - 30%Check for Polymer Buildup on
Filter
Above Required > 30%Reduce Backwash Rate and
Repeat Test
Filter Bed Fluidization Evaluation of Results
M db ll A l i S li P l
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Water Workshop
OTCO
March 27, 2012
Mudball Analysis Sampling Protocol
M db ll A l i E l ti f R lt
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Water Workshop
OTCO
March 27, 2012
Percent Mudballs Filter Condition
0 - 0.1% Excellent
0.1 - 0.2% Very good
0.2 - 0.5% Good
0.5 - 1.0% Fair
1.0 - 2.5% Fairly Bad
2.5 - 5% Bad
Over 5% Very Bad
• Used to physically determinethe extent of filter mudballing
due to chronic underwashing• Collect 6” Core Samples
• Gently sieve the samples toseparate mudballs from media
• Place mudballs into a 250 mLgraduated cylinder
Mudball Analysis Evaluation of Results
G l P fili
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Water Workshop
OTCO
March 27, 2012
• Manual measurement of graveldepth at various locations in the
filter
Gravel Profiling
• Variation should be no morethan± 25 mm
G l P fil E l
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Water Workshop
OTCO
March 27, 2012
Gravel Profile Examples
GoodSevere
P ibl S l ti f P Filt P f
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Water Workshop
OTCO
March 27, 2012
• Optimization of FilterBackwashing
– Even distribution of flow – Selection of Appropriate Wash
Rates
– Levelling of Wash Trough Crests
– Air Scour
– Surface Wash
• Addition to Filter-to-Waste
• Use of filter aid polymers
• Addition of coagulant or other
chemicals to backwash water
Possible Solutions for Poor Filter Performance
E ll t R
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Water Workshop
OTCO
March 27, 2012
• AWWA Std. M37 – “Operational Control of Coagulation and Filtration Processes”, 2000
• AWWARF,“Filter Maintenance and Operations Guidance Manual”, 2002
• AWWARF,“Self Assessment Guide for Surface WTP Optimization”, 1997
• AWWA,“Filter Evaluation Procedures for Granular Media”, 2002
• AWWARF,“Design & Operation Guidelines for Optimization of the High-RateFiltration Process – Plant Survey Results”, 1989
• AWWA,“Filter Troubleshooting & Design Handbook”, 2005
Excellent Resources