Title: Transport and Removal of Cryptosporidium Oocysts in Porous Media
1Transport and Removal of Cryptosporidium Oocysts
in Porous Media
- M. Elimelech et al.
- Environmental Engineering Program
- Yale University
2Outline
- Introduction
- Materials and Methods
- Results and Discussion
- Capture Mechanisms
- Conclusion
3Cryptosporidium parvum
- Protozoan pathogen
- About 4 ?m diameter
- Oocyst wall surrounding sporozoites
- Resistant to disinfection
4Riverbank Filtration
Tufenkji et al. EST, 2002
5Riverbank Filtration
Tufenkji et al. EST, 2002
6Objectives
- To investigate the physical and chemical factors
governing the transport and adhesion of
Cryptosporidium parvum in saturated porous media - To compare the transport behavior of C. parvum to
colloidal latex particles of comparable size
7Cryptosporidium in Column Experiments
- Obtained from Parasitology Laboratory at
University of Arizona - Stored in refrigerated 0.01 Tween 20 and
antibiotic solution - Concentration of 105 oocysts/mL
8Experimental Set Up
Syringe
Pump
Quartz Sand L 7.1 cm e 0.43 dc 210 mm
Microscopy Analysis
Fraction Collector
9Fluorescent Microscopy Analysis
Cryptosporidium sample from fraction collector
Filter Apparatus
10Particle Characterization
- Cryptosporidium
- 4 mm
- DAPI stained after column run
- Density about 1.05 g/cm3
- Zeta Potential -30 to -17 mV
- Latex
- 4.1 mm
- Carboxyl-modified
- Yellow-green dye
- Density 1.055 g/cm3
- Zeta potential
- -60 to -40 mV
11Zeta Potentials
pH ? 5.7
3.16
12Cryptosporidium Breakthrough Curves 1 mM
pH 5.6-5.8 Flow Rate 2 mL/min
13Cryptosporidium Breakthrough Curves 3.16 mM
pH 5.6-5.8 Flow Rate 2 mL/min
14Cryptosporidium Breakthrough Curves 10 mM
pH 5.6-5.8 Flow Rate 2 mL/min
15Cryptosporidium Breakthrough Curves
pH 5.6-5.8 Flow Rate 2 mL/min
16Latex Particle Breakthrough Curves
pH 5.6-5.8 Flow Rate 2 mL/min
17Cryptosporidium and CML Latex Breakthrough
Comparison
Cryptosporidium
Latex
18Mechanisms Straining
pH 5.6-5.8 Flow Rate 2 mL/min CML Particles
19Mechanisms Straining
20Mechanisms Ionic Strength EffectsCryptosporidium
Deposition Rate
3.16
21DLVO Interaction Energy Profile for
Cryptosporidium
22DLVO Interaction Energy Profile for
Cryptosporidium
23Radial Stagnation Point Flow System
24Relevance of Stagnation Point Flow System
25Stagnation Point Flow Resultsfor C. parvum
26Primary Deposition inStagnation Point Flow System
Field of view 100 mm
27Secondary Minimum Deposition in Stagnation Point
Flow System
Field of view 100 mm
28Conclusions
- Removal mechanisms in riverbank filtration
settings can include physical straining - Dependency on ionic strength determines the
degree of removal. - This removal is due to secondary minimum
entrapment
29Acknowledgements