SlideShare a Scribd company logo
1 of 1
Contaminant Filtration Using Ceramic and Clay filters: Comparing the Flow Rate of Water
Through Clay Filters With E-Coli Removal
Jake Madelone1, Kyle Monahan1, Emily Gonthier2, Alexandra Rowe2
Mentor: Dr. Michelle Crimi1
Institute for a Sustainable Environment, Clarkson University, Potsdam, NY1, Department of Civil & Environmental Engineering, Clarkson University, Potsdam, New York2
Introduction
Access to clean water has been a growing concern, both in the third world and
developed countries. Ingestion of water contaminated with bacteria have been
known to cause diarrhea, nausea and vomiting, and even death. Effective
methods of filtering out these bacteria need to be developed while considering
available resources and costs to the people using them.
The focus of this research was to evaluate a method of filtering E. Coli, that
would be economically and environmentally feasible to people of a developing
nation. The filtering device is composed of a hard plastic tube shape canister
with a ceramic clay disc serving as the main tool of filtration.
Figure 1. General design of the ceramic water filter with a spigot for removal of
filtered water. Design used in experimentation based off figure.
The reactor used was approximately 24in in height, and held a small, circular,
clay disc which acted as the primary filtering mechanism.
Methods
Conclusions
Bacterial growth consisted of using an Agar Broth to make plates for growing
media. To make this media, Tryptic Soy Agar was combined with distilled water for
a 1 liter mixture, bringing it to 360ºC, and placing it in to an Autoclave for 15
minutes at 121ºC. After being placed in a cooling bath, it was sorted in to petri
dishes. The E. Coli was cultivated by taking 10mL of cooled agar solution and
placing it in to a test tube to be placed in to an incubator for storage. After
cultivation, 1000µL of the bacteria were pipetted into a vial and dilution of the
substance took place. Following this process, the diluted results were placed into
plates and back in to the incubator with colony forming units being counted the
following day.
Figure 2. Agar broth solution in test tube used to culture samples of E. Coli bacteria.
Testing the flow rate of the filters started with inspecting the glass tube signs of
contamination. The fired filters were placed in a Plexiglas holder, secured with
silicone. The glass tube was placed on top of the filter holder, secured with nuts.
Starting volumes were noted and the flow test would begin. Heads of 4.8in, 9.6in,
14.4in, or 19.2in were used and leaks were noted. Effluent water was collected
following the hour of filtration time and volumes were recorded.
• The water needs for humans on average range from 2.2L/day to 2.9 L/day
and ceramic water filters can be very effective in reducing bacteriological
infections, increasing water purity, and impacting overall health in a
community.
• The filtering capabilities of clay filters posses the capabilities to provide
adequate amounts of drinking water to individuals in the third world and the
developed world.
• Though much has been done through out this experiment, further research
needs to be done to filter out contaminants beyond the organic threshold,
such as inorganics like Arsenic.
To determine the accurate flow rate in which bacteria would be removed
through the filter, three main steps were incorporated in to experimentation:
Preparing the clay mixture with sifted sawdust; Culturing E. Coli for filtration
testing; And testing the flow rate of constructed filters.
The amount of clay used was measured out in a designated measuring cup
with deviations in volume measured in a data sheet. The sawdust sifting was
used to measure out the burn material that would be placed in the clay when it
was to be fired. The clay material and burn material were well mixed,
removing any clumps or air bubbles. The clay was placed on a mixing bored
and worked in to small inch square boxes. The boxes were placed in to a tray
and shaped in to circular discs using a mold. The filters were laid out on a
table and placed to dry for four days, prior to firing. Firing temperatures varied,
ranging from 180ºC to 1928ºC.
Figure 3b. Viral concentration vs. head shows a logarithmic trend, suggesting a break
through of raw viral media.
The three points plotted represent head sizes of 19.2 in, 14.4 in, and 4.8 in,
respectively. A logarithmic growth is shown with the largest head size having
6.8x104 CFU’s/100mL of water and the smallest head size was shown to have
2.8x104 CFU’s/100mL of water.
Results & Discussion
Figure 3a. Suggests a faulty plating method due to such a high variance in viral removal,
both within a disc at separate heads and between different dilutions at the same head.
Each point represents a sample taken at a different head size. An increase in head
size did not correspond with the CFU’s that were recorded. A head size of 19.2
inches recorded the highest number with 2.4x105 CFU’s/100mL of water and the
lowest at 14.4 inches with 6.0x104 CFU’s/100mL of water.
• A total of 41 experimental tests using different head sizes were conducted.
During the hour long filtration time, various leaks were noted to occur and were
repaired during the time.
• Only some of the broth used cultured E.Coli which suggests a faulty plating
method as shown in Figure 3a.
• There were various discs that resulted in too many colony forming units (CFU’s)
to count, further supporting incorrect plating methods.
• Discs with a head size of 19.2 inches recorded the highest number of
CFU’s/100mL of water.
y = 29940ln(x) - 18430
R² = 0.9886
0.00E+00
1.00E+04
2.00E+04
3.00E+04
4.00E+04
5.00E+04
6.00E+04
7.00E+04
8.00E+04
0 5 10 15 20 25
CFUper100mL
Head (in)
y = 8333.3x + 30000
R² = 0.4082
0.00E+00
5.00E+04
1.00E+05
1.50E+05
2.00E+05
2.50E+05
3.00E+05
0 5 10 15 20 25
CFUper100mL
Head (in)
References
1. Mahlangu, T., Mamba, B., & Momba, M. (2012). A comparative assessment of chemical contaminant removal by three household
water treatment filters. Water SA, 38(1), 40.
1. Nelson, T., Ingols, C., Christian-Murtie, J., & Myers, P. (2011). Susan Murcott and Pure Home Water: Building a Sustainable Mission-
Driven Enterprise in Northern Ghana. Entrepreneurship Theory and Practice, 1, no-no.
2. Duorcastella, m., & Morrill, k. (2012). particle size distribution analysis for ceramic pot water filter production.Potters Without
Boarders, 1, 4.
Acknowledgements
• Dr. Michelle Crimi, Dr. Shane Rogers, and Dr. Alan Rossner, Clarkson
University
• CCERG Lab Group & Crimi Lab Group
• Engineers Without Boarders, Clarkson University

More Related Content

What's hot

Optimization of Physical Parameters affecting Disinfection of Water by Copper
Optimization of Physical Parameters affecting Disinfection of Water by CopperOptimization of Physical Parameters affecting Disinfection of Water by Copper
Optimization of Physical Parameters affecting Disinfection of Water by CopperSONAL GARG
 
2019 bt 204 module 1(part d)
2019 bt 204 module 1(part d)2019 bt 204 module 1(part d)
2019 bt 204 module 1(part d)Leon Ittiachen
 
KuhnJenna2015URP_Poster
KuhnJenna2015URP_PosterKuhnJenna2015URP_Poster
KuhnJenna2015URP_PosterJenna Kuhn
 
Emergency treatment of drinking_water
Emergency treatment of drinking_waterEmergency treatment of drinking_water
Emergency treatment of drinking_waterPaul Mark Pilar
 
Wastewater Parameter Determination
Wastewater Parameter DeterminationWastewater Parameter Determination
Wastewater Parameter DeterminationMd Shah Paran
 
Water treatment
Water treatmentWater treatment
Water treatmentErSaurabh2
 
Kenya; The Long Term Sustainability Of Household Bio-Sand Filtration
Kenya;  The Long Term Sustainability Of Household Bio-Sand FiltrationKenya;  The Long Term Sustainability Of Household Bio-Sand Filtration
Kenya; The Long Term Sustainability Of Household Bio-Sand FiltrationV9X
 
Public Health Engineering - Concepts Regarding Water
Public Health Engineering - Concepts Regarding WaterPublic Health Engineering - Concepts Regarding Water
Public Health Engineering - Concepts Regarding WaterWaleed Liaqat
 
11.variation of water quality across cooum river in chennai city
11.variation of water quality across cooum river in chennai city11.variation of water quality across cooum river in chennai city
11.variation of water quality across cooum river in chennai cityAlexander Decker
 
Adsorption of mercury metal using modified vermicompost biochar
Adsorption of mercury metal using modified vermicompost biocharAdsorption of mercury metal using modified vermicompost biochar
Adsorption of mercury metal using modified vermicompost biocharRavindra Kumar Kachhap Oraon
 
Direct microscopy
Direct microscopyDirect microscopy
Direct microscopyjoydeep1886
 
Total dissolved solids
Total dissolved solidsTotal dissolved solids
Total dissolved solidsRaz Azad
 

What's hot (20)

Optimization of Physical Parameters affecting Disinfection of Water by Copper
Optimization of Physical Parameters affecting Disinfection of Water by CopperOptimization of Physical Parameters affecting Disinfection of Water by Copper
Optimization of Physical Parameters affecting Disinfection of Water by Copper
 
S24137143
S24137143S24137143
S24137143
 
2019 bt 204 module 1(part d)
2019 bt 204 module 1(part d)2019 bt 204 module 1(part d)
2019 bt 204 module 1(part d)
 
KuhnJenna2015URP_Poster
KuhnJenna2015URP_PosterKuhnJenna2015URP_Poster
KuhnJenna2015URP_Poster
 
Vermifiltration
VermifiltrationVermifiltration
Vermifiltration
 
Emergency treatment of drinking_water
Emergency treatment of drinking_waterEmergency treatment of drinking_water
Emergency treatment of drinking_water
 
Wastewater Parameter Determination
Wastewater Parameter DeterminationWastewater Parameter Determination
Wastewater Parameter Determination
 
Water treatment
Water treatmentWater treatment
Water treatment
 
Water Analysis: Total Solids
Water Analysis: Total SolidsWater Analysis: Total Solids
Water Analysis: Total Solids
 
Turbidity lab 7
Turbidity  lab 7Turbidity  lab 7
Turbidity lab 7
 
Kenya; The Long Term Sustainability Of Household Bio-Sand Filtration
Kenya;  The Long Term Sustainability Of Household Bio-Sand FiltrationKenya;  The Long Term Sustainability Of Household Bio-Sand Filtration
Kenya; The Long Term Sustainability Of Household Bio-Sand Filtration
 
Public Health Engineering - Concepts Regarding Water
Public Health Engineering - Concepts Regarding WaterPublic Health Engineering - Concepts Regarding Water
Public Health Engineering - Concepts Regarding Water
 
Water sampling ppt
Water sampling pptWater sampling ppt
Water sampling ppt
 
Unit 1
Unit 1Unit 1
Unit 1
 
Report waste water
Report waste waterReport waste water
Report waste water
 
Micro.
Micro.Micro.
Micro.
 
11.variation of water quality across cooum river in chennai city
11.variation of water quality across cooum river in chennai city11.variation of water quality across cooum river in chennai city
11.variation of water quality across cooum river in chennai city
 
Adsorption of mercury metal using modified vermicompost biochar
Adsorption of mercury metal using modified vermicompost biocharAdsorption of mercury metal using modified vermicompost biochar
Adsorption of mercury metal using modified vermicompost biochar
 
Direct microscopy
Direct microscopyDirect microscopy
Direct microscopy
 
Total dissolved solids
Total dissolved solidsTotal dissolved solids
Total dissolved solids
 

Similar to Madelone_AIHA Poster

ACENRES-2016-INBRE-Poster-Combined (minor color changes)
ACENRES-2016-INBRE-Poster-Combined (minor color changes)ACENRES-2016-INBRE-Poster-Combined (minor color changes)
ACENRES-2016-INBRE-Poster-Combined (minor color changes)Justin Barrett
 
Running Head BOTTLED WATER1BOTTLED WATER12Title.docx
Running Head BOTTLED WATER1BOTTLED WATER12Title.docxRunning Head BOTTLED WATER1BOTTLED WATER12Title.docx
Running Head BOTTLED WATER1BOTTLED WATER12Title.docxsusanschei
 
Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...
Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...
Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...Scientific Review SR
 
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENTCERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENTIRJET Journal
 
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENTCERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENTIRJET Journal
 
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewageRelative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewageAlexander Decker
 
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewageRelative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewageAlexander Decker
 
Final Project Report - The Evaluation and Expansion of the Solar Disinfection...
Final Project Report - The Evaluation and Expansion of the Solar Disinfection...Final Project Report - The Evaluation and Expansion of the Solar Disinfection...
Final Project Report - The Evaluation and Expansion of the Solar Disinfection...Kristine Lilly
 
Aquaponics Pilot System: Case Study
Aquaponics Pilot System: Case StudyAquaponics Pilot System: Case Study
Aquaponics Pilot System: Case StudyIJAEMSJORNAL
 
Mycobacteriophage Isolation from Tropical Soil Sample: Serotinus
Mycobacteriophage Isolation from Tropical Soil Sample: SerotinusMycobacteriophage Isolation from Tropical Soil Sample: Serotinus
Mycobacteriophage Isolation from Tropical Soil Sample: SerotinusKenko95
 

Similar to Madelone_AIHA Poster (20)

ACENRES-2016-INBRE-Poster-Combined (minor color changes)
ACENRES-2016-INBRE-Poster-Combined (minor color changes)ACENRES-2016-INBRE-Poster-Combined (minor color changes)
ACENRES-2016-INBRE-Poster-Combined (minor color changes)
 
Running Head BOTTLED WATER1BOTTLED WATER12Title.docx
Running Head BOTTLED WATER1BOTTLED WATER12Title.docxRunning Head BOTTLED WATER1BOTTLED WATER12Title.docx
Running Head BOTTLED WATER1BOTTLED WATER12Title.docx
 
Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...
Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...
Assessment of the Coliform Bacterial Load of Some Drinking Water Sources in D...
 
1 15.docx
1                                                      15.docx1                                                      15.docx
1 15.docx
 
Gray water treatment
Gray water treatmentGray water treatment
Gray water treatment
 
The 14C-radiotracer method to measure the primary productivity of phytoplankt...
The 14C-radiotracer method to measure the primary productivity of phytoplankt...The 14C-radiotracer method to measure the primary productivity of phytoplankt...
The 14C-radiotracer method to measure the primary productivity of phytoplankt...
 
Ag04603191194
Ag04603191194Ag04603191194
Ag04603191194
 
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENTCERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
 
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENTCERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
CERAMIC WATER FILTER FOR DRINKING WATER TREATMENT
 
REPORT FINAL
REPORT FINALREPORT FINAL
REPORT FINAL
 
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewageRelative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
 
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewageRelative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
Relative effectiveness of water hyacinth, bacteria and fungi in purifying sewage
 
practical protocol.pdf
practical protocol.pdfpractical protocol.pdf
practical protocol.pdf
 
FFR COPY
FFR  COPYFFR  COPY
FFR COPY
 
Final Project Report - The Evaluation and Expansion of the Solar Disinfection...
Final Project Report - The Evaluation and Expansion of the Solar Disinfection...Final Project Report - The Evaluation and Expansion of the Solar Disinfection...
Final Project Report - The Evaluation and Expansion of the Solar Disinfection...
 
Aquaponics Pilot System: Case Study
Aquaponics Pilot System: Case StudyAquaponics Pilot System: Case Study
Aquaponics Pilot System: Case Study
 
Mycobacteriophage Isolation from Tropical Soil Sample: Serotinus
Mycobacteriophage Isolation from Tropical Soil Sample: SerotinusMycobacteriophage Isolation from Tropical Soil Sample: Serotinus
Mycobacteriophage Isolation from Tropical Soil Sample: Serotinus
 
Practical
PracticalPractical
Practical
 
Algae based biodiesel
Algae based biodieselAlgae based biodiesel
Algae based biodiesel
 
Algae based biodiesel (1)
Algae based biodiesel (1)Algae based biodiesel (1)
Algae based biodiesel (1)
 

Madelone_AIHA Poster

  • 1. Contaminant Filtration Using Ceramic and Clay filters: Comparing the Flow Rate of Water Through Clay Filters With E-Coli Removal Jake Madelone1, Kyle Monahan1, Emily Gonthier2, Alexandra Rowe2 Mentor: Dr. Michelle Crimi1 Institute for a Sustainable Environment, Clarkson University, Potsdam, NY1, Department of Civil & Environmental Engineering, Clarkson University, Potsdam, New York2 Introduction Access to clean water has been a growing concern, both in the third world and developed countries. Ingestion of water contaminated with bacteria have been known to cause diarrhea, nausea and vomiting, and even death. Effective methods of filtering out these bacteria need to be developed while considering available resources and costs to the people using them. The focus of this research was to evaluate a method of filtering E. Coli, that would be economically and environmentally feasible to people of a developing nation. The filtering device is composed of a hard plastic tube shape canister with a ceramic clay disc serving as the main tool of filtration. Figure 1. General design of the ceramic water filter with a spigot for removal of filtered water. Design used in experimentation based off figure. The reactor used was approximately 24in in height, and held a small, circular, clay disc which acted as the primary filtering mechanism. Methods Conclusions Bacterial growth consisted of using an Agar Broth to make plates for growing media. To make this media, Tryptic Soy Agar was combined with distilled water for a 1 liter mixture, bringing it to 360ºC, and placing it in to an Autoclave for 15 minutes at 121ºC. After being placed in a cooling bath, it was sorted in to petri dishes. The E. Coli was cultivated by taking 10mL of cooled agar solution and placing it in to a test tube to be placed in to an incubator for storage. After cultivation, 1000µL of the bacteria were pipetted into a vial and dilution of the substance took place. Following this process, the diluted results were placed into plates and back in to the incubator with colony forming units being counted the following day. Figure 2. Agar broth solution in test tube used to culture samples of E. Coli bacteria. Testing the flow rate of the filters started with inspecting the glass tube signs of contamination. The fired filters were placed in a Plexiglas holder, secured with silicone. The glass tube was placed on top of the filter holder, secured with nuts. Starting volumes were noted and the flow test would begin. Heads of 4.8in, 9.6in, 14.4in, or 19.2in were used and leaks were noted. Effluent water was collected following the hour of filtration time and volumes were recorded. • The water needs for humans on average range from 2.2L/day to 2.9 L/day and ceramic water filters can be very effective in reducing bacteriological infections, increasing water purity, and impacting overall health in a community. • The filtering capabilities of clay filters posses the capabilities to provide adequate amounts of drinking water to individuals in the third world and the developed world. • Though much has been done through out this experiment, further research needs to be done to filter out contaminants beyond the organic threshold, such as inorganics like Arsenic. To determine the accurate flow rate in which bacteria would be removed through the filter, three main steps were incorporated in to experimentation: Preparing the clay mixture with sifted sawdust; Culturing E. Coli for filtration testing; And testing the flow rate of constructed filters. The amount of clay used was measured out in a designated measuring cup with deviations in volume measured in a data sheet. The sawdust sifting was used to measure out the burn material that would be placed in the clay when it was to be fired. The clay material and burn material were well mixed, removing any clumps or air bubbles. The clay was placed on a mixing bored and worked in to small inch square boxes. The boxes were placed in to a tray and shaped in to circular discs using a mold. The filters were laid out on a table and placed to dry for four days, prior to firing. Firing temperatures varied, ranging from 180ºC to 1928ºC. Figure 3b. Viral concentration vs. head shows a logarithmic trend, suggesting a break through of raw viral media. The three points plotted represent head sizes of 19.2 in, 14.4 in, and 4.8 in, respectively. A logarithmic growth is shown with the largest head size having 6.8x104 CFU’s/100mL of water and the smallest head size was shown to have 2.8x104 CFU’s/100mL of water. Results & Discussion Figure 3a. Suggests a faulty plating method due to such a high variance in viral removal, both within a disc at separate heads and between different dilutions at the same head. Each point represents a sample taken at a different head size. An increase in head size did not correspond with the CFU’s that were recorded. A head size of 19.2 inches recorded the highest number with 2.4x105 CFU’s/100mL of water and the lowest at 14.4 inches with 6.0x104 CFU’s/100mL of water. • A total of 41 experimental tests using different head sizes were conducted. During the hour long filtration time, various leaks were noted to occur and were repaired during the time. • Only some of the broth used cultured E.Coli which suggests a faulty plating method as shown in Figure 3a. • There were various discs that resulted in too many colony forming units (CFU’s) to count, further supporting incorrect plating methods. • Discs with a head size of 19.2 inches recorded the highest number of CFU’s/100mL of water. y = 29940ln(x) - 18430 R² = 0.9886 0.00E+00 1.00E+04 2.00E+04 3.00E+04 4.00E+04 5.00E+04 6.00E+04 7.00E+04 8.00E+04 0 5 10 15 20 25 CFUper100mL Head (in) y = 8333.3x + 30000 R² = 0.4082 0.00E+00 5.00E+04 1.00E+05 1.50E+05 2.00E+05 2.50E+05 3.00E+05 0 5 10 15 20 25 CFUper100mL Head (in) References 1. Mahlangu, T., Mamba, B., & Momba, M. (2012). A comparative assessment of chemical contaminant removal by three household water treatment filters. Water SA, 38(1), 40. 1. Nelson, T., Ingols, C., Christian-Murtie, J., & Myers, P. (2011). Susan Murcott and Pure Home Water: Building a Sustainable Mission- Driven Enterprise in Northern Ghana. Entrepreneurship Theory and Practice, 1, no-no. 2. Duorcastella, m., & Morrill, k. (2012). particle size distribution analysis for ceramic pot water filter production.Potters Without Boarders, 1, 4. Acknowledgements • Dr. Michelle Crimi, Dr. Shane Rogers, and Dr. Alan Rossner, Clarkson University • CCERG Lab Group & Crimi Lab Group • Engineers Without Boarders, Clarkson University