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Coconut Husk Fragments-Based Biofiltration Ensuring the Availability and Sustainability of Filtering...
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Transcript of Coconut Husk Fragments-Based Biofiltration Ensuring the Availability and Sustainability of Filtering...
Coconut Husk Fragments-Based BiofiltrationEnsuring the Availability and Sustainability of Filtering Media Materials
Andy McKinlayMarket development directorResidentialNorth America
Content
Review of our Current Offer Premier Tech Aqua (PTA) Maintenance Program Review of Current Options to Homeowners and
Regulators Veolia Test Platform Real Facts Comparative Research Energy Consumption & Annual Operating Costs Filter Replacement & Spent Peat Studies New Offer
Ecoflo Biofilter is a peat-based biofilter Life span of the filtering media: 10 to 15 years
Ecoflo Biofilter
Septic tank
Drainfield
Ecoflo®
Biofilter
Performed by a network of local partners trained by PTA
Good presentation to the customer
Professionalism on the property
Inspection of all components
Good and complete information
PTA Maintenance Program
Maintenance Steps
What is the current offer?
Operation and Maintenance
Apply to ALL septic systems
No maintenance = progressive system failure Conventional, mound, buried CTDS (non accessible)
If you are unable to visually inspect the components of a system, you do not know if it is working Conventional, mound, buried CTDS (non accessible)
Replacing a failed system is an operating cost How long it actually lasts is a mystery!
Performance????? Inspections?????
Veolia Test Platform
To reflect the high variations of flow and loads, characterizing individual installations, Veolia Water developed, with expert groups, a new testing protocol.
Q12 weeks
Week-end high occupancy 4 weeks
Peak flow3 weeks
Vacation period
3 weeks
Week-end high occupancy
2 weeks
Q4 weeks
Low occupancy
2 weeks
3 power/equipment failure 6 weeks
100%
200%
50%
Veolia Test Platform
In 2011, Veolia Eau performed the 40-week Stressful Condition Test Platform at the Center for Scientific and Technical Building Studies in Europe.
Most stringent test platform in the onsite wastewater industry.
Ecoflo Biofilter ranked no. 1 among the eight technologies tested.
Veolia Protocol Global Results
Veolia Protocol Global Results
Veolia Protocol Global Results
Veolia Protocol Global Results
Veolia Protocol Global Results
The Real Facts
Comparative Research
Comparative Research
The higher maintenance requirements of ATU’s were often neglected by homeowners, resulting in higher failure and marginal performance rates.
Conclusions When ATU’s are included in the design system, failure rates increase. When ATU’s are designed to discharge off-lot, the nuisance rate increase.
Energy Consumption
Vendor 1 yr Electrical Consumption (kWh/year)
Increased Electrical Costs per Year Assuming $0.11 per kWh
Verified by
Fixed film 979.66 $107.76 NAT testing lab
Fixed film 1934.5 kWh/year $212.80 Vendor
Attached Growth 2584 kWh/year $284.24 Pump Manufacturer
BC Hydro Rates and Usage
ATU#1 – 7.728 kWh (daily usage) ATU#2 – 4.8 kWh (daily usage) ATU#3 – 4.248 kWh (daily usage)
1,350 kWh over typical 2 month billing period = 22.1918 kWh (daily usage)
Average Annual Operating Costs
Assuming blower replacement at 5-year intervals Does not include annual maintenance costs or other
component replacement (eg. recirculation pump, diffuser, etc.)
Accumulative Operating Costs
The Real Facts
One Ecoflo biofiter (at the time of media replacement) contains a volume of media between 4 and 4.5m³, or approximately 3.6 dry tonnes.
It’s estimated that the volume of biosolids produced annually by centralized wastewater treatment plants in BC is approximately 47,000 dry tonnes.
The Real Facts
Permanent vs. Temporary Systems
System replacement costs expressed as annual operating costs Assuming temporary system total replacement cost of $15K Ecoflo media replaced at 10-year intervals
Operation & Maintenance Costs – Ecoflo vs. ATU 1 yr 2 yr 3 yr 4 yr 5 yr 6 yr 7 yr 8 yr
Ecoflo
Annual maintenance fees Free $150.00 $150.00 $150.00 $150.00 $150.00 $150.00 $150.00 Annual electricity costs* $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 *Less than $10/yr if pump is required
$1,500.00
Filter replacement Total operating costs after 8 years
$2,550.00
Average annual costs $318.75
ATU
Annual maintenance fees (estimated)
Free Free $200.00 $200.00 $200.00 $200.00 $200.00 $200.00
Annual electricity costs (estimated)
$300.00 $300.00 $300.00 $300.00 $300.00 $300.00 $300.00 $300.00
Compressor replacement/rebuild (estimated)
$400.00 $400.00
Pump scum/sludge from ATU (estimated)
$250.00
Total operating costs after 8 years
$4,650.00
Average annual costs $518.25
From Theory to Reality: Peat replacement after 8 Years – Characterization Resultsand the Challenges of Finding NewEnd Uses
Presented by
Andy McKinlayDenis Pettigrew
PUMPER & CLEANER ENVIRONMENTAL EXPO INTERNATIONAL Louisville, Kentucky, February 25th, 2010
When the life span of the filter is reached, the spent media is pumped out with a vacuum pump truck
Filter Replacement
Sludge requires to be managed periodically All onsite wastewater treatment systems produce sludge ATU’s: sludge is accumulated in the settling area and
needs to be pumped on a 1 to 2 year basis Media filter bed: sludge is accumulated in the filtering
media, requiring its replacement over the years
Filter Replacement
First study in 2002-2005 in Canada Characterization of spent peat Storage, composting and revegetation trials Lime stabilization Soil amendment for tree nursery
Second study by Virginia Tech University (since 2008) Characterization of spent peat Standard bioassay trials (laboratory and greenhouse) Storage (Penn State University) and composting trials
Spent Peat Studies
2002 and 2003: Sampling of 19 filtering beds after 8 years of use
2009: sampling of 10 filtering beds in PA after 8 years of use
Sample volume 2-3 gal (5-10 L)
Parameters Uniformity and texture Physico-chemical properties Macro-elements Oligo-elements & metals Microbiology
Characterization Campaign
Monitor the impact of storage & evaluate new alternative end uses:
1. Storage & composting Use of spent peat as a bulking agent in compost Effect of storage on pathogen reduction and leachate
characterization Composting trials with addition of a nitrogen source
2. Erosion control and revegetation (first study only) Organic amendment for the protection & stabilization of degraded
soils (erosion control on sloppy site) Agronomic potential for plant growth on altered/degraded sites Monitor possible run-off contamination resulting from application
of spent peat as an organic amendment
Storage, Composting & Re-vegetation Trials
Storage & Composting Trials
Existing leachate storage lagoon
Virginia Tech study First exploration drum composting
trials 2009 Second run composting trials and
storage trials to be initiated in spring 2010
First study: storage and composting platform (100 x 30 ft) divided in 4 cells
Erosion control and re-vegetation trials using 22 plots of 8 x 21ft:
Re-vegetation Trials
2 slopes: 3 and 25% Comparison of amended vs.
control plots (3-5 reps) Collection of run-off water and
sediments at the bottom of each plots
Plant growth evolution Weather station
Designed to test for beneficial effects of spent peat as an amendment and to observe any potential negative effects on soil properties and plant growth.
Bioassay at Virginia Tech Facilities
Seed germination and greenhouse pots trials Plant sensitive and tolerance indicators (Snap beans and Tall
fescue) 2 amendment materials:
Spent peat VT compost mix (with spent peat)
4 application rates (0,10, 20 and 30%) Randomized block (4 reps/treatment)
Good physical, chemical and agronomical properties:
pH close to neutral 84% of organic matter (≈40% of carbon
content) C/N ratio in the range of 35 Homogenous fibrous and porous structure High water holding capacity
Characterization Campaign
Overall results Same spent peat characteristics observed
from the 2 studies (Canada and USA)
Good physical, chemical and agronomical properties:
Good plant nutritional mineral content (macro & available nutrients)
Moderate level of pathogen (E. coli range of 24 to 100,000 MPN/g, Salmonella (BDL))
Compared to sewage sludge, very low metals content
Higher level of Cu and Na, can be found in certain sites (water softner, aggressive water and copper plumbing)
Characterization Campaign
Overall results (cont’)
Stabilization with hydrated lime to get Class A biosolid level Get the pathogen reduction through pH and heat drastic change
Lime Stabilization
Preliminary trials
pH > 11.5 for more than 22hrs
Erosion control & re-vegetation Significant contribution of the amendment of spent peat (A) for
erosion control as well as for the establishment of the vegetation cover.
A
14 d
A
21 d
A8 months
A
10 months A
12 months
A
38 d
Re-vegetation Trials
Sediments volume & leachate quality
ParametersNon
amendedAmended
Sediments volume (mL) 254 118
Turbidity (NTU) 386 47
Conductivity (mho/cm) 159 90
Fe (mg/L) 11.4 1.2
COD (mg/L) 43 48
PO4 (mg/L) 0.11 0.57
Fecal Coliforms (UFC/100 mL)
156 55
Cu (mg/L) 0.05 0.05
NH4 (mg/L) 0.29 0.37
Re-vegetation Trials
Erosion control & re-vegetation
Bioassay at Virginia Tech Facilities
Seed germination and greenhouse pots trials
Land Reclamation
Reclamation Objectives Highly disturbed throughout site Dust mitigation / erosion control Aesthetic improvement Habitat establishment Aforestation
Biosolids identified as a tool to achieve these objectives
Spent peat, with its inherent physical properties and mineral nutrients concentrations, has great fertilizing potential for plant growth and for soil stabilization and enrichment.
The simple storage trials of the spent peat for periods > 80 days contributes to a sufficient level of stabilization.
The stabilized spent peat could be used for forage crop and forestry (tree farms).
Composting trials demonstrated the very high potential of reusing the spent peat as a bulking agent.
Conclusions
Re-vegetation trials have demonstrated the beneficial contribution of the spent peat amendment for the protection of bare surfaces and the establishment of a vegetation cap.
First results from Virginia Tech study (bioassay) indicate that spent peat amendment has no adverse effects on seedling and improve plant growth.
Based on results obtained up to now, spent peat should not be classified as a sewage sludge (septage), considering its handling and agronomical properties (low elemental toxicity).
Conclusions
Ecoflo
Ecoflo Coco
Compact absorbent organic filter
PT Compact Organic Filter is made of quality- controlled natural media
Zero energy required for the treatment process
Filter acts as a true physical barrier between the existing soil and the absorption bed
A compact, high-performance, no energy and permanent solution
Easy to install system
Best way to protect the investment (the property) and the environment
Finished productBranding
Premier Tech Compact Organic Filter
Premier Tech offers a technological approach
Proven and recognized technology
Coco – Advantages
Natural and recyclable organic filter Same module can handle more flow or more
concentration Increased treatment flexibility and compactness
Ecoflo Coco vs. Ecoflo
Ecoflo Coco Ecoflo
HLR 12.5 USG/ft²-d 8.6 USG/ft²-d
OLR 0.012lb DBOC5/ft2-d 0.009lb DBOC5/ft2-d
FM height 25 in 31.5 in
Polyethylene (570/750 unit)
Q=750 USG/d
Q=525 USG/d
NSF Testing – Standard 40 Class I
Completed May 15, 2014
Secondary treatment:
Ecoflo® Coco Filter
Primary treatment:
750 gallons working capacity septic tank
Septic tank effluent sampling port
Discharge to bench test sampling point
Filtering media
PL-22 Effluent filter Influent coming
from bench test
Spacers1
Aeration pipes
NSF Testing – Standard 40 Class I
Completed May 15, 2014
New Unit
Compact rotomolded unit
The Strength of Premier Tech Aqua
Network of 2,000 installers, 700 consultants, 250 service partners and 420 distribution centers in North America, Europe and Asia
100,000 Ecoflo Biofilter installations worldwide
1,200 commercial, community, institutional, municipal and industrial installations
400,000 system maintenances
13,000 successful filter changes
120,000 peripheral products sold