VISUALIZATION OF CHLORELA LGAL CELS AT BUBLE SURFACES Except where reference is made to the work of others, the work described in this thesis is my own or was done in collaboration with my advisory commite. This thesis does not include proprietary or clasified information. Stephen Alexander Tuin Certificate of Approval: Gopal A. Krishnagopalan Steve R. Duke, Chair Profesor Asociate Profesor Chemical Engineering Chemical Engineering Ronald A. Putt Jin Wang Asistant Research Profesor Asistant Profesor Chemical Engineering Chemical Engineering Joe F. Pitman Interim Dean Graduate School VISUALIZATION OF CHLORELA LGAL CELS AT BUBLE SURFACES Stephen Alexander Tuin A Thesis Submited to the Graduate Faculty of Auburn University in Partial Fulfilment of the Requirements for the Degre of Master of Science Auburn, Alabama May 10, 2008 ii VISUALIZATION OF CHLORELA LGAL CELS AT BUBLE SURFACES Stephen Alexander Tuin Permision is granted to Auburn University to make copies of this thesis at its discretion, upon request of individuals or institutions and at their expense. The author reserves al publication rights. Signature of Author Date of Graduation iv VITA Stephen Alexander Tuin, son of Van and Patricia Tuin, was born on July 7, 1983 in Brighton, Colorado. He graduated from Paonia High School in 2002. He graduated from the University of Colorado at Boulder with a Bachelor of Chemical Engineering in May 2006. He entered Graduate School at Auburn University in the Department of Chemical Engineering in August 2006. v THESIS ABSTRACT VISUALIZATION OF CHLORELA LGAL CELS AT BUBLE SURFACES Stephen Alexander Tuin Master of Science, May 10, 2008 (B.S., Chemical Engineering, 2006) 135 Typed Pages Directed by Steve R. Duke This thesis examines flotation as a method for harvesting the gren algae chlorela for its use as a fedstock for biofuel. Lipids extracted from algae can be converted to biodiesel for use as an alternative renewable energy source. Visualization and image procesing techniques were utilized to study algae flocculation and flotation both qualitatively and quantitatively. It is hypothesized that imaging techniques may be used to gain insight into the proces of algal flotation. Flocculation of algae with iron nitrate, alum, chitosan, gelatin, and celulose was explored. Samples of flocculated algae were imaged with light microscopy and procesed to determine the average equivalent floc diameter. Iron nitrate and chitosan chemistries produce larger flocs than alum and gelatin chemistries. Algae flocculated with 50 ppm iron nitrate and a 10:1 celulose to algae mas ratio was found to produce vi the largest flocs of 190 ?m diameter. The smalest average equivalent diameter of 24 ?m was observed for alum and gelatin concentrations of 100 ppm and 6.25 ppm respectively. Increasing the concentration of the secondary flocculant decreased the average equivalent diameter. For iron nitrate and chitosan chemistries, the addition of celulose can replace the need for chitosan. Algal cel and bubble interactions were imaged in thre bubble facilities: The stationary bubble facility which suspends a bubble on the tip of a needle in a quiescent fluid, the suspended bubble facility which suspends a bubble in a down flow of fluid, and the electrochemical flotation cel which generates very smal diameter bubbles. No algal adsorption to bubbles was observed in the stationary bubble facility. This was atributed to the large diameter of the bubbles produced in this facility (approximately 1 m). Images were useful to visualize the approach of individual algae cels and larger algae flocs to bubble surfaces. Algae adsorption to bubbles was observed in the suspended bubble facility during filing of the facility but adsorption was not observed during normal operation. Algae adsorption to bubble surfaces was succesfully imaged in the electrochemical flotation cel. Flotation runs were conducted in an electrochemical flotation cel and a Denver D-12 flotation cel. Algae foam collected in these facilities was procesed into algae pads via vacuum filtration and the mas of algae floated was determined. The flotation eficiencies for various flocculation chemistries was evaluated. Iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively produced the highest flotation eficiency of 83%. Flotation eficiency increased with increasing average equivalent diameter. vii ACKNOWLEDGMENTS The author would like to thank Dr. Steve Duke for support during this research. His help, motivation, and understanding were esential to the succes of this research. The author would like to thank Dr. Ron Putt for his asistance and insight into algal culture. The author would also like to thank al of the undergraduate, graduate, and exchange students that developed the methods and equipment used in this research. A special thanks to Lily Raines for her asistance with high-magnification visualization. Finaly, the author would like to thank his parents, Van and Trish, his brother, Andrew, and his sister, Heather for their support through this research. The author would especialy like to thank Jil Blecha, whom without her love and support this research could not have succeded. vii Style Manual: TAPI JOURNAL, ACS Computer Software Used: Microsoft Word, Microsoft Excel, Corel PhotoPaint 11, ImageJ, VideoMach ix TABLE OF CONTENTS LIST OF TABLES.....................................................xi LIST OF FIGURES....................................................xii CHAPTER 1: INTRODUCTION..........................................1 CHAPTER 2: BACKGROUND...........................................4 2.1 Algae as a Fedstock for Biofuel...............................5 2.2 Chlorela as a fedstock for Biofuel.............................7 2.3 Induced and Disolved Air Flotation...........................10 2.4 Flocculation of Algae.......................................14 CHAPTER 3: EQUIPMENT AND EXPERIMENTAL PROCEDURES...........17 3.1 Algal Culture.............................................18 3.2 Chemicals...............................................24 3.3 Stir Plate Calibration.......................................25 3.4 Flocculation Beaker Tests...................................28 3.5 Microscope Slide Photographs................................34 3.6 Stationary Bubble Facility...................................41 3.7 Suspended Bubble Facility...................................47 3.8 Electrochemical Flotation Cel................................51 3.9 Denver D-12 Flotation Cel..................................57 3.10 Algae Pads...............................................61 x 3.11 Imaging System...........................................64 CHAPTER 4: RESULTS...............................................65 4.1 Flocculation Beaker Tests and Microscope Slide Results............66 4.2 Stationary Bubble Facility Results.............................74 4.3 Suspended Bubble Facility Results.............................77 4.4 Electrochemical Flotation Cel Results..........................84 4.5 Denver D-12 Flotation Cel Results............................92 CHAPTER 5: DISCUSION OF RESULTS................................95 5.1 Discussion of Algal Flocculation Results........................96 5.2 Discussion of Algal Cel Adsorption to Bubbles..................101 5.3 Discussion of Bubble Imaging Results.........................107 5.4 Recommendations........................................108 CHAPTER 6: CONCLUSIONS.........................................109 BIBLIOGRAPHY....................................................112 APENDIX A: BLOB ANALYSIS PROCEDURE..........................115 APENDIX B: MOVIE BUILDING PROCEDURE.........................117 APENDIX C: LIST OF VIDEOS.......................................119 APENDIX D: FLOC SIZE ANALYSIS..................................121 xi LIST OF TABLES Table 3-1: Flocculation beaker test run chemistries.........................31 Table 3-2: Chemistries tested in the bubble facilities........................46 Table 4-1: Chemistries for Figure 4-1 and Figure 4-2.......................67 Table 4-2: Chemistries for Figure 4-3...................................69 Table 4-3: Chemistries for Figure 4-4...................................70 Table 4-4: Chemistries for Figure 4-5...................................71 Table 4-5: Chemistries for Figure 4-6...................................72 Table 4-6: Chemistries for Figure 4-7...................................73 Table 4-7: Chemistries for Figure 4-9...................................76 Table 4-8: Chemistries for Figure 4-12..................................81 Table 4-9: Chemistries for Figure 4-14..................................83 Table 4-10: Chemistries for Figures 4-16 through 4-19.......................87 Table 4-11: Flotation eficiency calculations for the EFC.....................90 Table 4-12: Chemistries for Figure 4-20 and Figure 4-21.....................93 Table 5-1: Chemistries for Figure 5-3..................................106 Table C-1: List of Videos............................................119 Table D-1: Flocculation beaker test calculations...........................121 xii LIST OF FIGURES Figure 2-1: TEM micrograph of an individual chlorela vulgaris cel.............9 Figure 2-2: Voith Sulzer Eco flotation cel................................12 Figure 2-3: Disolved air flotation cel...................................13 Figure 2-4: Structure of chitin and chitosan...............................16 Figure 3-1: Outdoor algal growth pond...................................21 Figure 3-2: Relationship betwen algal concentration and transmitance at 550 nm.....................................22 Figure 3-3: Indoor algal growth tanks....................................23 Figure 3-4: Fisher stir plate 210T calibration curve..........................27 Figure 3-5: Typical flocculation beaker test 1 minute after addition of the secondary flocculant............................32 Figure 3-6: Typical flocculation beaker test after 15 minutes of setling..........33 Figure 3-7: Low magnification (10x) microscope image of a typical floc...........................................37 Figure 3-8: High magnification (40x) microscope image of a typical floc...........................................38 Figure 3-9: Low magnification (10x) microscope image of a typical floc with celulose................................39 xii Figure 3-10: High magnification (100x) microscope image of fresh algae and celulose...................................40 Figure 3-11: Schematic of the stationary bubble facility.......................43 Figure 3-12: Stationary bubble facility....................................44 Figure 3-13: Typical frame from the stationary bubble facility..................45 Figure 3-14: Schematic of the suspended bubble facility.......................49 Figure 3-15: Suspended bubble facility....................................50 Figure 3-16: Schematic of the electrochemical flotation cel....................54 Figure 3-17: Electrochemical flotation cel.................................55 Figure 3-18: Algae foam generated in the electrochemical flotation cel...........56 Figure 3-19: Schematic of the Denver D-12 flotation cel......................59 Figure 3-20: Denver D-12 flotation cel...................................60 Figure 3-21: Algae pads from a typical flotation run..........................63 Figure 4-1: Flocculation beaker test results while stiring.....................67 Figure 4-2: Flocculation beaker test results after setling......................68 Figure 4-3: Microscope slide results for alum/gelatin chemistries...............69 Figure 4-4: Microscope slide results for alum/gelatin/celulose chemistries.............................70 Figure 4-5: Microscope slide results for iron nitrate/chitosan chemistries...............................71 Figure 4-6: Microscope slide results for iron nitrate/chitosan/celulose chemistries........................72 Figure 4-7: Floc to fiber ratio for celulose chemistries.......................73 xiv Figure 4-8: Series of frames in the stationary bubble facility...................75 Figure 4-9: Frames of the stationary bubble facility for bubble facility test chemistries................................76 Figure 4-10: Series of frames during filing of the suspended bubble facility............................................79 Figure 4-11: Frame from filing of the suspended bubble facility highlighting adsorbed algae............................80 Figure 4-12: Frames of the suspended bubble facility during filing for bubble facility test chemistries........................81 Figure 4-13: Series of frames during normal operation of the suspended bubble facility...............................82 Figure 4-14: Frames of the suspended bubble facility during normal operation for bubble facility test chemistries................83 Figure 4-15: Algal foam in the EFC during operation.........................86 Figure 4-16: Algal foam in the EFC after shutdown..........................87 Figure 4-17: Algae pads generated from the EFC............................88 Figure 4-18: Algae pads generated from the EFC............................89 Figure 4-19: Flotation eficiency in the EFC................................91 Figure 4-20: Denver D-12 Flotation Cel during operation.....................93 Figure 4-21: Algae pads from Denver D-12 Flotation Cel.....................94 Figure 5-1: Comparison of flocculation beaker images......................100 Figure 5-2: Comparison of large and smal bubbles in the suspended facility.....105 Figure 5-3: Flotation eficiency vs. average equivalent floc diameter...........106 1 CHAPTER 1 INTRODUCTION As the world?s energy needs continue to increase and with oil reserves predicted to run out sometime this century, development of an alternative energy source is of paramount importance. Alabama has a unique opportunity to become self sufficient in liquid fuel production for transportation through algaculture. Alabama could produce its annual 3 bilion galons of fuel using les than 3% of the state?s land [Putt, 2007]. This thesis addreses harvesting of the gren algae chlorela using flotation proceses for use as a fedstock in the production of biofuels. The lipids extracted from algae can be procesed into biofuels. One of the major bottlenecks of biofuel production from algae is the harvesting step. The algae must be removed from production water and it must be concentrated before the lipids can be extracted. Algae is at a very dilute concentration, in the range of a few hundred parts per milion when it is ready to be harvested. The work in this thesis explores flotation as a method to separate chlorela from water. Chlorela is a very fast growing and robust algae species that thrives in warm climates such as those of the southeastern United States. With adequate nutrients, it can double in concentration in 8 hours and has a lipid content betwen 20-30% by weight giving it large potential as a fedstock for biofuel [Putt, 2007; Sheehan et al., 1998]. 2 Flotation proceses are used to separate a suspended species from water, in this case algae cels or flocs. During flotation, air or another gas is introduced into the water and suspended particles adsorb to the bubble surfaces. The bubbles then rise to the surface and create a foam rich in the particles to be separated. The hydrophilic nature of algal cels makes them respond poorly to flotation proceses, and prior atempts at large- scale separation of chlorela using flotation have ben largely unsuccesful [Putt, 2007]. Addition of flocculants to algae before flotation may lead to an increase in flotation eficiency. Flocculation is the proces of individual cels interacting with one another to form larger networks of cels caled flocs. Larger particles are generaly more conducive to flotation, therefore it is proposed that flocculation of algae prior to flotation wil increase flotation eficiency. This work focuses on determining appropriate flocculants and flocculant concentrations to produce large and stable flocs, and then evaluating these systems in various model flotation facilities. By imaging and observing qualitatively the interactions of algal cels and flocs with bubble surfaces, this study aims to develop quantification methods and to identify phenomena that wil lead to an efective and eficient algae flotation proces. Chlorela was grown in the laboratory and in outdoor ponds for use in experiments. Qualitative and quantitative flocculation analyses were performed to determine efective flocculants and flocculant concentrations. Algae floc samples were imaged using light microscopy techniques to evaluate floc size. Flotation eficiency was evaluated using a bench scale flotation facility constructed by Dr. Ron Putt to model the disolved air flotation proces and a Denver D-12 laboratory scale flotation cel to model 3 an induced air flotation proces. Thre facilities were used to observe and image interactions betwen algal cels and bubbles. This thesis presents methods and procedures for capturing high-speed digital video of algal cel and bubble interactions. This study hypothesizes that imaging techniques may be used to gain valuable insight to the mechanism of algal cel adhesion to bubble surfaces 4 CHAPTER 2 BACKGROUND The primary objective of this research was to study algal cel interactions with bubble surfaces by utilizing existing imaging techniques developed by Davies [2000] and Emerson et al. [2003] as wel as novel laboratory scale flotation apparatuses. The goal of this study was to develop laboratory scale methods to separate algal cels from water using flotation proceses. More broadly, the objective was to understand flotation of algae to afect harvesting proceses that wil increase the potential of algae as a fedstock for biofuel. 5 2.1 Algae as a Fedstock for Biofuel Due to the ever increasing world demand for oil and the fact that the world?s supply of oil is finite, avenues for production of alternative renewable sources of energy are of paramount importance. Biofuels such as biodiesel, gren diesel, and ethanol are currently being explored and produced to met the worlds expanding energy needs. Cultivation of micro-algae in the United States as a fedstock for biofuel has the potential to aleviate the nation?s dependence on foreign oil. The possibility of becoming self- sufficient in energy production via micro-algae cultivation has widespread economical and environmental impacts. Micro-algae store energy in the form of carbohydrates and lipids. Lipids produced by these algae can be converted into biofuels. Biodiesel or gren diesel can be produced from these algal lipids. Biodiesel is produced via a transesterification reaction betwen algal lipids and methanol [Han et al., 2006]. Gren diesel is very similar to traditional petroleum based diesel [Putt, 2007]. The United States Department of Energy?s National Renewable Energy Laboratory (NREL) first conducted extensive research into algae cultivation for biofuels in the mid 1970?s, continuing their eforts into the mid 1990?s. The project was known as the Aquatic Species Program (ASP). The project focused on identifying algal strains capable of producing a large quantity of lipids and maximizing growth conditions for lipid production. Many promising strains were isolated and their lipid distributions under various conditions were characterized. In some algal strains, it was discovered that lipid production could be as high as 50% by weight [Shehan et al., 1998]. 6 After promising algal strains were identified by the ASP, several laboratory and pilot scale facilities were constructed for feasibility asesments. A facility in Roswel New Mexico consisting of two 1000 m 2 growth ponds was constructed. Several strains were tested in this facility including tetraselmis suecica and monoraphidium minutum [Sheehan et al., 1998]. Two important conclusions can be drawn from the tests performed at this facility. First, only strains native to the area where algal ponds are located should be used for cultivation. Each strain tested at the Roswel site was eventualy overun by native strains. It is too dificult to maintain an alien species in outdoor growth facilities. Therefore only native species should be used because they wil eventualy dominate the pond. Second, location of algal farms should be considered carefully. Algae production at the Roswel site was considerably reduced during the winter months due to low temperatures. Algal farms should be located in climatic regions with an abundance of sunlight, water, and year-round temperature ranges conducive to algal growth [Sheehan et al., 1998]. Regions in the southeastern United States, including Alabama, met these requirements [Putt, 2007]. 7 2.2 Chlorela as a Fedstock for Biofuel The genus of gren algae chlorela is a strong candidate for algae farming in the southeastern United States for production of biofuel. Chlorela cels are spherical in shape with celular diameters ranging from 2-10 microns. Under nominal growth conditions, chlorela reproduces very quickly. Cel concentrations are capable of doubling in 8 hours [Putt, 2007]. Chlorela requires only sunlight, carbon dioxide, and smal amounts of minerals such as phosphate and nitrogen to reproduce. Chlorela is also atractive for mas production because photosynthetic eficiency can theoreticaly approach 8% [Morita et al., 2001]. For comparison, the photosynthetic eficiency of most tres is about 0.5% and solar panels are typicaly 10-20%. The lipid content of chlorela is typicaly 20% by weight of the dried cel mas [Sheehan et al., 1998]. Figure 2-1 is a micrograph of a chlorela vulgaris cel [Stead et al., 1995]. There are several factors that make chlorela an atractive candidate for algae farming in the southeastern U.S. and particularly Alabama. Chlorela is native to Alabama and is found naturaly growing throughout the state. Atempts to cultivate alien strains would likely be overtaken by chlorela. The lipid content is sufficiently high that cost efective production of biofuel could be realized. Alabama has a large amount of available land and water suitable for chlorela algae production. Lastly, the climate is conducive to year round growth of chlorela. Production during the winter months of January and February and the summer month of July may be reduced but stil possible [Putt, 2007]. Harvesting of micro-algae presents a dificult chalenge. The concentration of algae during the harvesting stage is very smal, on the order of a few hundred ppm. 8 Separation of the algae from the water in such dilute concentrations can be problematic. Filtration systems have been succesfully implemented for harvesting of algae [Hung and Liu, 2006], however they require a large throughput and are prone to blinding. Setling tanks are a second option in which the algae is alowed to setle to the bottom of a quiescent pond in series with the growth pond. The water above the algae is then removed leaving a concentrated algal mas on the bottom of the pond. This approach requires separate setling tanks which can double the amount of required land. The proces also takes several days, leading to a highly ineficient proces. This study is focused on flotation of algae as an alternative algae harvesting technique. After harvesting, the lipids can be removed from the algae in a solid-liquid extraction proces similar to those employed to separate soybean oil from the bean. The algal lipids can then be procesed into biofuels. The remaining algal meal after lipid removal is very rich in protein and can be used as an animal fed. Discussion of the conversion of harvested algae to biofuels can be found in Han et al. [2006]. 9 Figure 2-1: TEM micrograph of an individual chlorela cel [Stead et al., 1995]. c-chloroplast, p-pyrendoid, n-nucleus, and cw-cel wal. 10 2.3 Induced and Disolved Air Flotation Flotation is a proces that utilizes gas bubbles (typicaly air) to separate particles from a liquid. Flotation was first used in the mineralogical industry to separate mineral ore from water. It is also commonly employed in the paper recycling industry to remove contaminants from recycled paper. During flotation, air bubbles rising through a liquid collect particles that then rise to the surface of the water with the bubbles. The bubbles create a foam at the surface of the water which is skimed off. Flocculants or coagulants are often added to the fed water to flocculate contaminants. The contaminant flocs are more conducive to flotation. There are two main types of flotation proceses, induced air flotation and disolved air flotation (DAF). Induced air flotation, also know as froth flotation, utilizes air bubbles injected into the vesel containing the liquid to be clarified. Air can be injected through the bottom of the vesel with a gas sparger or entrained via cavitation. Contaminants contacted by rising bubbles are adsorbed to the bubble surface and travel to the water surface with the bubbles. The bubbles form a contaminant rich foam on the surface of the water. The foam is then skimed off to separate the contaminants from the clarified water. Bubble diameters in induced air flotation cels are typicaly betwen 1 and 2 m. These units are typicaly employed to remove larger contaminants. Froth flotation cels are often operated in series to achieve a desired level of contaminant removal. Figure 2-2 is a schematic of a Voith Sulzer EcoCel froth flotation unit [Martin and Britz, 1996]. Disolved air flotation is similar to induced air flotation in that rising bubbles contact contaminants that rise to the surface and form a foam. The primary diference betwen disolved and induced air flotation is the method air bubbles are generated. In 11 DAF, the contaminated water to be clarified is presurized. Air is sparged into the presurized stream until the water is saturated with air at the elevated presure. The saturated water is then depresurized in the flotation cel. The presure drop causes the saturated air to come out of solution as tiny air bubbles. These bubbles are smaler than those produced in induced air flotation. Typical bubble diameters range from 0.05-0.7 m. Contaminants adsorb to the bubbles in the same manner as in induced air flotation and form a foam on top of the water. The foam is then skimed to separate the contaminants from the water. DAF is more expensive to operate than induced air flotation because of the presurization step. It is used to remove smaler contaminants. Figure 2-3 is a schematic diagram of a typical DAF cel [Biermann, 1996]. The induced air flotation and DAF cels and proceses that may be used for algae are likely to be similar to those described here that are established for paper recycling and deinking proceses. Yao-de and Jameson [2003] have studied algae flotation from wastewater maturation ponds utilizing Jameson flotation cel technologies. Bench scale and pilot scale experiments were used to validate the technology. They have demonstrated that algal removal can approach 99% in a full-scale implementation facility in Wagga Wagga, Australia [Yao-de and Jameson, 2003]. Jameson flotation cel technologies for algal flotation are also discused in Jameson [1999]. Harvesting algae via froth flotation technology is discussed in Levin et al. [1961], Chen et al. [1998], and Liu et al. [1999, 2007]. DAF flotation principles are discused in Rodrigues and Rubio [2007]. 12 Figure 2-2: Voith Sulzer Eco Flotation Cel [Martin and Britz, 1996]. 13 Figure 2-3: Disolved air flotation cel [Bierman, 1996]. 14 2.4 Flocculation of Algae Flocculation is the proces in which a solute or suspended particles in a solution clump together to form a larger agglomerate refered to as a floc. Algal flocculation describes the proces in which individual algae cels or groups of cels clump together to form an algae floc. Algae flocs are typicaly unstable and easily disturbed. Agitation of flocs wil cause them to break apart into smaler flocs or individual cels. Flocculants are chemicals that induce flocculation. Flocculants are typicaly multivalent cations such as alum or iron chlorides or sulfates. These positively charged cations interact with the surface of algae cels, which typicaly cary a negative charge. This charge mediation alows cels to interact and form flocs. The cel wals of gren algae are very hydrophilic in nature. This hydrophilic nature is not very conducive to flotation [Yao-de and Jameson, 2003]. Charge mediation through flocculation may help to reduce the hydrophilic nature of the cel wals and increase the efectivenes of flotation. Bilanovic and Shelef [1988] have shown that salinity is an important factor governing flocculation. Increasing ionic strength lead to decreased flocculation efectivenes for chitosan, indicating that marine algal species could be more dificult to flocculate [Bilanovic and Shelef, 1988]. Several naturaly occurring biological polymers are known to induce flocculation, chief among these are chitosan [Kivakaran and Pilai, 2002] and gelatin [Kragh and Langston, 1961]. Chitosan is derived from chitin, the primary structural element in the exoskeleton of crustaceans [Planas, 2002]. Chitosan is produced by deacetylation of chitin, forming a high molecular weight polymer. Figure 2-4 shows the chemical structure of chitin and chitosan. The amino group interacts with the negatively charged 15 surface of algae cels [Planas, 2002]. Gelatin is derived from the connective tisue and bones of animals such as catle, pigs, and horses. Algae may spontaneously flocculate without the addition of any flocculants. This proces is known as auto-flocculation. Algae that is several days old wil often auto-floculate [Oh et al., 2001; Alonso et al., 2000]. 16 Figure 2-4: Structure of chitin (a) and chitosan (b) [Planas, 2002]. (a) (b) (a) (b) 17 CHAPTER 3 EXPERIMENTAL PROCEDURES AND EXPERIMENTS The goal of this research was to visualize algal cel and bubble interactions to further understand the proces of algal flotation. In order to evaluate viable flocculation chemistries to be tested for flotation, several flocculants were examined in various concentrations and the resulting flocs were imaged under a microscope. The average equivalent floc diameter was determined for each chemistry tested. After screning for viable flocculation chemistries, algal cel and bubble interactions were imaged in thre facilities. The suspended bubble facility suspends a bubble on the tip of a needle in a quiescent fluid and algae is injected onto the bubble. The suspended bubble facility suspends a bubble in a down flow of water alowing visualization of algae floc and bubble collisions. The EFC is an electrochemical flotation cel used to evaluate the flotation eficiency of each flocculation chemistry tested. 18 3.1 Algal Culture The chlorela algae samples used in this work were obtained from outdoor algae growth ponds used in the research program of Dr. Ron Putt. Dr. Putt utilized two concrete outdoor growth ponds at the North Auburn Fisheries Unit. The ponds measured 2.75 x 7.6 m and were filed with water to a depth of 20 cm. The water was pumped from Farm Pond 11, which is the Auburn Fisheries station reservoir that collects rainwater from the local watershed. Pond algae was established from an inoculum of chlorela and supplied nutrients from 5 galons of poultry liter. A paddlewheel and center wals provided mixing in the system. Figure 3-1 is a photograph of one of the outdoor growth ponds. Dr. Ron Putt developed a relationship betwen algal concentration and light transmitance at 550 nm. Algae concentration was measured in the suspension via centrifugation, drying, and weighing the algal mas [Putt, 2007]. In order to maintain a consistent stock of algae for experiments, an indoor chlorela culture was established in the laboratory. Two 25 galon black plastic tanks were filed with 15 galons of tap water and alowed to come to room temperature. Each tank was agitated with a submergible fountain pump manufactured by Garden Treasures model MD170. Pumps were magnetic drive pumps with a range of 130-170 gph, 0.5 inch outlet diameter, 120 V, 60 Hz, 11 W, with maximum pumping head of 3.5 ft. Pumps were atached in the center of each tank bed via rubber suction cups and set to the maximum of 170 gph. Per the manufacturer?s instructions, 7.5 mL of amonia and chloramine remover (Jungle Laboratories) was added to each tank. One tablespoon of al-purpose plant food manufactured by Expert Gardener was disolved in 1 cup of distiled water and added to each tank. An 18 inch fluorescent light bulb was mounted on 19 a Unistrut support over each tank. Each light bulb was controlled with a timer and set to a 15 hour light/9 hour dark cycle. Room lights were also turned off during the dark cycle each night. Initialy each tank was iluminated with a diferent bulb. Tank A was lit by an 18 inch, 15 W GE AquaRays 9325K aquarium light bulb and Tank B was lit by an 18 inch, 15 W Tropic Sun 5500K light bulb. Each bulb was designed to simulate the ultraviolet spectrum of natural sunlight. (Algae growth was greater for the tank with the Tropic Sun bulb, thus the GE bulb was replaced with a Tropic Sun bulb.) Each tank was alowed to equilibrate for 24 hours. After 24 hours 2 galons of algae inoculum supplied from Dr. Ron Putt?s outdoor pond at a concentration of 300 ppm was transfered to Tank A. The inoculum, contained in 2 one-galon containers, was imersed in the tank to alow the temperature to equilibrate. After 30 minutes the inoculum was transfered to the tank. After two days, 2 galons of the algae in Tank A was transfered to 2 one-galon containers and alowed to equilibrate in the second tank. After 30 minutes the algae in the 2 containers was released into Tank B. After inoculation, the pH, temperature, and Sechi depth of each tank was monitored every day. The Sechi depth provides a quick estimate of the algae concentration. A Sechi disk was constructed by mounting a circular white plastic lid to a wooden dowel. The dowel was marked with a ruler in 0.5 cm increments. The disk is inserted into the algae and a distance measurement is taken when the disk is no longer visible. Dr. Putt developed a relationship betwen the Sechi depth and the algae concentration via measurements with a spectrophotometer. Algae concentration was monitored periodicaly via the transmitance correlation developed by Dr. Ron Putt using 20 a Milton Roy Spectronic 20D spectrophotometer. The transmitance correlation is shown in Figure 3-2. De-chlorinated tap water was added to the tanks as needed when the water level dropped as the algae was used for experiments. If the pH fel below 7, sodium bicarbonate was added to the tank in order to maintain the pH in the optimal growth range of 7-9 [Mayo and Noike, 1994]. Figure 3-3 is an image of the indoor growth tanks; the water level is low because the photograph was taken just after samples were removed for experiments. 21 Figure 3-1: Outdoor algal growth pond. 22 Figure 3-2: Relationship betwen algal concentration and transmitance at 550 nm. Data obtained by Dr. Ron Putt. 23 Figure 3-3: Indoor algal growth tanks. 24 3.2 Chemicals Several flocculating agents were employed. Feric nitrate nonahydrate was purchased from Fisher Scientific. Solid feric nitrate was disolved in distiled water to obtain a 10,000 parts per milion by mas (ppm) stock solution. Aluminum sulfate 16?H 2 O (alum) was purchased from Fisher Scientific. Solid alum was disolved in distiled water to obtain a 10,000 ppm stock solution. Powdered chitosan, MW 100,000? 300,000 Da was purchased from Argos chemicals. Stock solution was prepared by disolving 100 mg in 10 mL of 1 N hydrochloric acid and alowed to stir for 30 minutes. This solution was added to 90 mL of distiled water to obtain a 1000 ppm stock solution. Gelatin from an animal source, MW 100,000?300,000 Da was purchased from Fisher Scientific. Stock solution was prepared by adding 50 mg of gelatin to 100 mL of distiled water heated to 60 ?C on a hot plate and alowed to stir for 2 hours to obtain a concentration of 500 ppm. The indoor chlorela growth tanks were supplied one tablespoon of Expert Gardener?s al-purpose plant food disolved in 1 cup of water once a wek. This plant food has a nitrogen-phosphorous-potasium distribution of 24-8-16. Tap water used in the growth tanks was treated with Jungle Pond amonia and chloramine remover. Sodium bicarbonate purchased from Sigma-Aldrich was used to control the pH of the growth tanks. The pH of each experimental condition was controlled using 0.05 M hydrochloric acid (HCl) and sodium hydroxide (NaOH) purchased from Fisher Scientific. Celulose stock was prepared by mixing copier paper with water and was re- pulped in a household blender to obtain a 5% by weight stock solution of celulose fibers. 25 3.3 Stir Plate Calibration To standardize experimental procedures for the flocculation beaker tests (described in section 3.4) it was necesary to calibrate the magnetic stir plate used in these studies. A standard magnetic stir plate manufactured by Fisher Scientific (model 210T) was used to stir algae samples with a 1 inch octagonal stir bar manufactured by Fisher Scientific. A relationship betwen the speed seting and the velocity in the fluid was developed. One side of the stir bar was marked for reference and placed on the stir plate. The stir bar was filmed in motion for 4 stir plate setings with a high-speed camera recording at 500 frames per second (FPS). By observing the resulting video, the number of frames per 1 revolution of the stir bar was measured. Using the frame rate, the revolutions per minute (RPM) of the stir bar was calculated. To verify the results of the high-speed video, the RPM of the stir bar was also measured with a Monarch Instruments Nova-Strobe DA/DB strobe light. The stir bar was observed under the strobe with the room lights turned off for each of the manufacturer?s stir plate setings. The frequency of the strobe light was adjusted until the stir bar appeared to stop moving, making sure that the mark on the stir bar stayed in the same position. This frequency was recorded for comparison with the high-speed movies. The stir bar was also observed under the strobe while spinning in 200 mL of distiled water placed in a 250 mL Pyrex beaker used in the flocculation beaker test studies. The angular velocity measured with the strobe light and high-speed videos was used to calculate the linear velocity for any stir plate seting in a 250 mL beaker at a distance of 2/3 the radius of the beaker. This velocity is denoted the two-thirds velocity 26 (TV). Equation 3-1 was used to determine the TV. A typical rising air bubble in water has a rise velocity of about 1 ft/sec [Clift et al., 2005]. To simulate these velocities in our studies, the stir plate seting was adjusted to give a TV of 1 ft/sec. The Reynolds number of mixing (Re mix ) was defined in Equation 3-2 and calculated for each stir plate seting. The relationship betwen the stir plate seting and the TV is shown in Figure 3- 4. water tbar mix RPSD ? !" =e Equation 3-1 R = Radius of the beaker (0.2083 ft) D bar = Diameter of the stir bar (0.0254 m) RPS = Revolutions per second of the stir bar ? water = Density of water at 20 ?C (998.2 3 kg ) ? water = Viscosity of water at 20 ?C (0.001002 Pa?s) RPSTV!= 3 2 Equation 3-2 27 Figure 3-4: Fisher stir plate 210T calibration curve. 28 3.4 Flocculation Beaker Tests The flotation proces often employs the use of flocculants or coagulants to increase the size of particles to be floated, resulting in enhanced flotation eficiency [Rodrigues and Rubio, 2007]. A qualitative and semi-quantitative method for evaluating the ability of feric nitrate, alum, chitosan, gelatin, and celulose to flocculate algae alone and in combination was developed. Table 3-1 shows 33 combinations of concentrations of additives that were tested. Al runs were performed at 22 ?C and pH 7. Algae stock for these experiments was taken from Tank A and stired throughout the experiments at room temperature (22 ?C). The pH of the stock algae was adjusted to 7 with 0.05 M HCl and NaOH and monitored throughout the experiment. Images of the algae flocs in the stired beaker for each run were taken with a Nikon D-40x camera with a Nikon G-Type AF-S DX lens operated in manual mode. The camera was mounted on a rail system to ensure the same field of view and scale for each image. The camera was mounted 16.5 cm from the edge of a breadboard (seventh row). The breadboard was positioned against the Fisher stir plate; the stir plate calibration procedure is described in section 3.3. A white piece of display board was positioned verticaly behind the stir plate for background. Lighting was provided by a standard desk lamp with a 75 W bulb on the left side of the stir plate and a clamp lamp with a 75 W bulb on the right side. To find the center of the stir plate, a stir bar was placed on the plate and alowed to come to rest in the middle. Target guidelines to mark the center of the plate were marked with a permanent marker. A metal 150 m ruler was positioned verticaly and held in place with a ring stand and clamp on the left side of the stir plate 29 positioned on the center guide mark paralel to the breadboard. The camera lens zoom was set to 35 and was focused manualy on the ruler. For each run, 200 mL of the algae stock was transfered to a 250 mL Pyrex beaker containing a Fisher 1 inch octagonal stir bar. The beaker was placed in the middle of the target guideline on the stir plate. The stir plate was set to 6 corresponding to a TV of about 1 ft/sec. The algae was alowed to stir for 1 minute alowing the flow patern to develop. After 1 minute the appropriate amount of the primary flocculant (iron nitrate or alum) was added with a pipete to a point 2/3 from the center of the beaker and the solution was alowed to stir for 15 seconds. After 15 seconds, the appropriate amount of the secondary flocculant (chitosan or gelatin) was added at the same location. The solution was alowed to stir for an additional minute. After 1 minute an image was taken with the Nikon D40x on the rail and visual observations were recorded. For runs containing celulose, the appropriate amount of celulose was first added to the algae sample and alowed to stir on the stir plate on seting 10 until the celulose was evenly dispersed. After the image was taken, as quickly as posible a smal volume of the flocculated algae was taken from the sample using a disposable plastic pipete. The end of the pipete was cut to enlarge the opening to minimize disruption of the algae flocs. The sample was transfered to the center of a glas microscope slide and was covered with a plastic cover slip for further analysis. Figure 3-5 is an image of a typical beaker test run one minute after the addition of the secondary flocculant. After the image and microscope slide samples were taken, the stir plate was switched off and the sample was alowed to setle for 15 minutes. After setling, a second image of the flocculated and 30 setled sample was taken. Figure 3-6 is an image of a typical beaker test run after 15 minutes of setling. 31 Table 3-1: Flocculation beaker test run chemistries. 32 Figure 3-5: Typical flocculation beaker test 1 minute after addition of secondary flocculant. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 33 Figure 3-6: Typical flocculation beaker test after 15 minutes of setling. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 34 3.5 Microscope Slide Photographs As was described in section 3.4, algae samples were extracted from stired solutions in beakers and placed on microscope slides. The samples from the flocculation beaker tests summarized in Table 3-1 presented in section 3.4 were analyzed by a microscope to determine the average floc size for each chemistry. Each slide was imaged under a microscope with the Nikon D40x digital camera. Slides were mounted on a Macromaster CK microscope manufactured by Fisher Scientific. The right eyepiece was fited with a microscope camera adapter system. The telescoping portion of the camera adapter was set to its longest position to reduce vigneting. The adjustable eyepieces were set as far apart as possible for al images. The camera was connected to a video monitor. Ten images at 10 times (10x) magnification (low mag) as wel as ten at 40 times (40x) magnification (high mag) were taken of each microscope slide sample. For each image the camera was operated in manual mode. The shutter speed for al low mag images was set to 130 sec -1 and 13 sec -1 for al high mag images. Scale was established by imaging a 2 m ruler with 100 ?m major divisions and 10 ?m minor divisions mounted on a microscope slide. The focus was kept in the same position while imaging the algae samples to maintain the same scale. Images of a USAF 1951 resolution target were also taken. Figures 3-7 and 3-8 are images of a typical floc under low and high magnification with the coresponding scale images of the ruler and resolution target, the iron nitrate and chitosan concentrations for these samples were 50 ppm and 1.25 ppm respectively. 35 Average floc area was determined quantitatively using a blob analysis technique similar to that used by Emerson et al. [2006]. ImageJ, shareware developed at the National Institutes of Health, was used for blob analysis. The average number of pixels of 30 distance measurements on images of the ruler was used to establish a pixels/?m scale for the algae samples. For each algae sample image, the area of each floc (A floc ) was traced with the ImageJ polygon tool and the area in ?m 2 was recorded. Only flocs whose entire area was visible in an image were measured. A floc thicknes of 10 ?m (t floc ) was asumed to calculate an average equivalent diameter of the flocs. Visual observation of many flocs under the microscope showed that most flocs were about two algae cels deep. Based on an average chlorela cel diameter of 5 ?m [Stead et al., 1995], two cels deep would indicate a floc depth of about 10 ?m. The area reported by ImageJ and the asumed thicknes were used to calculate a floc volume. This volume was converted to an equivalent diameter of a sphere with the same volume (D floc ) with Equation 3-3. Refer to Appendix A for a detailed description of the blob analysis procedure. 3 4 2 !" "= flocfl floc tA D For runs containing celulose, the area of celulose fibers atached to algae flocs was measured. A floc to fiber ratio was determined as the area of algae flocs atached to a celulose fiber, divided by the area of the celulose fiber. Figure 3-9 is an image of algae flocs atached to a celulose fiber corresponding to iron nitrate and chitosan Equation 3-3 36 concentrations of 50 ppm and 1.25 ppm respectively and a celulose to algae mas ratio of 1:1. Samples of fresh algae and celulose with no added flocculants were prepared. Images at 100 times (100x) magnification and 40 times (40x) magnification with corresponding scale images were taken. Figure 3-10 is an image of fresh algae and celulose along with a corresponding scale image at 100x. 37 Figure 3-7: Low magnification (10x) microscope images of (a) typical floc, (b) ruler scale, and (c) resolution target. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 38 Figure 3-8: High magnification (40x) microscope images of (a) typical floc, (b) ruler scale, and (c) resolution target. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 39 Figure 3-9: Low magnification (10x) microscope images of (a) typical floc with celulose, (b) ruler scale, and (c) resolution target. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively and a 1:1 celulose to algae mas ratio. 40 Figure 3-10: High magnification (100x) microscope images of (a) fresh algae, (b) clean celulose, and (c) ruler scale. 41 3.6 Stationary Buble Facility The stationary bubble facility was originaly constructed in 1998 by Andrew Davies and Duke [2000] to study the interaction of ink particles with air bubbles. The stationary bubble facility was employed in this work to study the interaction of algal cels with stationary bubbles suspended on the tip of a needle in a quiescent fluid. Imaging algae absorption to stationary bubbles removes many of the dificulties asociated with imaging absorption to a moving bubble in a flow field. The stationary bubble facility consists of a luer lock needle connected to a check valve. The check valve is atached via ? inch stainles stel tubing and soft-wal tygon tubing to a 50 mL Hamilton gas tight syringe. The needle is placed in a clear hexagonal vesel containing a quiescent fluid. Air is introduced into the line slowly by hand until an air bubble is suspended on the tip of the needle. Algal cels or flocs are injected from a plastic disposable pipete whose end has ben widened to minimize disturbing flocs. The pipete is directed such that the injection strikes the top surface of the stationary bubble. The injection event is recorded with a high-sped CD video camera with a high magnification lens. Figure 3-11 is a diagram of the stationary bubble facility and Figure 3-12 is an image of the facility. Figure 3-13 is a typical frame captured by the CD camera depicting a suspended bubble. Prior to each test run, a few frames of a ruler were captured in the field of view to establish scale. Algal cel and bubble interactions in water were studied over a pH range of 2?10 in 0.5 increments. Algal cel and bubble interactions in water were studied over a temperature range of 10-50 ?C in 10 ?C increments. Interaction betwen air bubbles and algae that had been flocculated were observed. Based on the 33 chemistries evaluated in 42 the beaker tests described in section 3.4, seven floculation chemistries were selected for further study. These seven chemistries are presented in Table 3-2. Each run in Table 3-2 was conducted at pH 7 and room temperature of 22 ?C. The pH was adjusted with 0.05 M HCl and NaOH. For those runs containing celulose, the appropriate amount of celulose was first dispersed in the hexagonal vesel containing the test solution via a 1 inch magnetic stir bar on a stir plate at the highest seting. 43 Figure 3-11: Schematic of the stationary buble facility. Adapted from Ham [2004]. 44 Figure 3-12: Stationary buble facility. 45 Figure 3-13: Typical frame from the stationary buble facility. 46 Table 3-2: Chemistries tested in the buble facilities. 47 3.7 Suspended Buble Facility Rossi [1998] constructed the suspended bubble facility in 1998 and it has been used extensively for study of ink interactions with bubbles. Bubbles are suspended in a vertical tube by a controled flow of fluid. The viewing tube is constructed of Plexiglas to alow visualization of the proces. The facility is about 2.75 m tal and can hold 7.5 L of fluid. Figure 3-14 is a diagram of the suspended bubble facility and Figure 3-15 is an image of the facility. The Plexiglas viewing tube is secured with flanges alowing interchange of varying diameter viewing tubes. A 1/8 horsepower Fasco magnetic drive pump rated at 3000 RPM drives the fluid in the loop. It can deliver up to 53 LPM under 0.93 m of head. Cole-Palmer rotometers are used to monitor the flowrate through the system. They are polysolfanone direct-reading-in-line rotometers with 316 stel floats. There are thre flow meters in paralel capable of measuring 0.379-3.79 LPM, 0.758-7.58 LPM, and 7.58-75.8 LPM. Air is injected via a compresed air source at the bottom of the Plexiglas viewing chamber through a luer lock needle. The size of the bubbles is afected by the flow rate of air introduced to the system and the diameter of the needle orifice. Bubbles are prevented from reaching the pump by traveling into a holding chamber located above the viewing chamber. There are several vertical 0.64 cm tubes at the bottom of the holding chamber to reduce turbulence of the flow entering the column. Fully developed flow is achieved at a distance of about 0.3 m downstream of the entrance, calculated by Davies and Duke [2000]. Images are recorded 43 cm above the air injection point to ensure fully developed pipe flow. 48 For each test run in the suspended bubble facility, 7.5 L of algae from Tank A at a concentration of 150 ppm was stired in a stainles stel bucket. The pH was adjusted to 7 with 0.05 M HCl and NaOH. The seven chemistries in Table 3-2 were tested in the facility. The appropriate chemicals were added to the stock algae in the same manner described in the beaker test experiments in section 3.4. The solution was quickly transfered from the bucket to the flow loop. Video was taken during startup (while the facility was being filed) of each run at 500 FPS with the high-speed camera. After the facility was loaded with the test solution the pump was turned on and bubbles were injected through the needle. The bubbles were suspended within the camera?s field of view by adjusting the flow control valves. Video of the proces was recorded with the high-speed camera at 500 FPS. 49 Figure 3-14: Schematic of the suspended buble facility [Ham, 2004]. 50 Figure 3-15: Suspended buble facility. 51 3.8 Electrochemical Flotation Cel The diameter of bubbles in the flotation proces is a key parameter; typicaly smaler bubbles float contaminants more efectively and eficiently [Casel et al., 1975]. The flotation scenario for large bubbles in induced air flotation is often several flocs or particles atached to a single bubble; the scenario for smal bubbles in DAF flotation is several smal bubbles atached to a single floc. It is very dificult to produce bubbles smaler than about 750 ?m utilizing induced air flotation methods. Therefore, to determine the efect of smaler bubbles on algae flotation, we have used a smal electrochemical flotation cel (EFC) that generates smal hydrogen gas bubbles for flotation. The size of the bubbles can be controlled by varying the current supplied to the fuel cel. The EFC was developed by Dr. Ron Putt at Auburn University [Putt, 2007]. The EFC consists of a flotation chamber and a collection basin, supported by 4 plastic legs. The flotation chamber is filed with algae to be separated. Hydrogen bubbles produced in the flotation chamber rise to the surface carying adsorbed algae and form an algal foam. Algal foam builds on the surface of the flotation chamber and spils into the collection basin thus separating the algae from the water. Figure 3-16 is a schematic of the EFC and Figure 3-17 is an image of the cel. A hydrogen atmosphere is created under the flotation chamber by a bench scale fuel cel. Smaler hydrogen bubbles are produced in the flotation chamber by a high carbon surface area Nafion membrane with a 1% platinum catalyst. The hydrogen gas produced by the fuel cel is pumped under the flotation chamber where it contacts the anode of the Nafion membrane. The hydrogen gas is oxidized at the anode and protons pases through the membrane due to a voltage diference generated by connecting a D 52 batery across the membrane. The protons are reduced at the cathode and form smal hydrogen bubbles that rise through the flotation chamber. The D batery is atached to screws in contact with the anode and cathode via aligator clips. The seven chemistries listed in Table 3-2 were studied in the EFC. Each condition was tested twice. Stock algae was supplied from Tank A and stired throughout the experiment. The pH of the algae stock was adjusted to 7 with 0.05 M HCl and NaOH. Prior to each run, the fuel cel was loaded with distiled water and alowed to operate for 10 minutes to build up a hydrogen atmosphere under the facility. The fuel cel was supplied with 2 V of power, corresponding to 0.5 A of current through the cel. For each run, 650 mL of algae was transfered to a 2 L glas beaker and stired with a 1 inch octagonal Fisher stir bar on the Fisher stir plate on seting 6. The appropriate amount of flocculants for each run were added in the same manner described in section 3.4 and the algae was transfered to the EFC. The D cel batery was connected and the EFC was operated for 5 minutes. After 1 minute had elapsed, video recorded at 500 FPS with the high-speed camera was taken with the camera focused on a point 2 cm from the front of the vesel and 2 cm from the top of the water level. A few frames of a ruler were taken before each run to establish scale. A second video was recorded after 4 minutes had elapsed, with the camera focused on a point 2 cm from the front of the vesel and at the water line. Images of the foam were taken throughout the experiment. Figure 3-18 is an image of the foam generated in a typical run, corresponding to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 53 After 5 minutes had elapsed, the D cel batery and the power to the fuel cel were disconnected. The foam was collected with a flat rectangular piece of glas that had been cut to just fit in the facility. The foam was skimed with this piece of glas 8 times, twice from each side of the vesel, spiling the foam into the collection basin. The collected foam was transfered to a 50 mL Pyrex beaker and the remaining water in the facility was transfered to a 2 L Pyrex beaker. Algae pads were generated from the collected foam and the water remaining in the facility. The procedure for constructing algae pads is described in section 3.10. The EFC can be set up to produce either hydrogen or air bubbles. Both gases were used to determine the efects of gas type on flotation. Four 1 inch aeration stones were placed in the bottom corners of the facility. Air was pumped to these stones with a standard smal aquarium pump. Air bubbles produced in the EFC are in the range of 1-4 m while hydrogen bubbles are in the range of 25-500 ?m. Each condition in Table 3-2 was tested with air as wel as hydrogen. 54 Figure 3-16: Schematic of the EFC. Top View 55 Figure 3-17: Electrochemical flotation cel. (a) Top view, (b) bottom view, and (c) front view. 56 Figure 3-18: Algae foam generated in the EFC. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 57 3.9 Denver D-12 Flotation Cel The Denver D-12 flotation cel manufactured by Svedala Industries is a laboratory scale flotation device used to model industrial induced air flotation proceses. The Denver Cel was used to evaluate the seven chemistries listed in Table 3-2. An aluminum column situated on a cast iron base supports the Cel. The height of the column is adjusted via a suspended type mechanism fited with an enclosed anti- friction spindle bearing stainles-stel shaft. The suspended type mechanism is raised or lowered with a hand crank located on the side of the cel. The mechanism wil lock in any position by releasing a spring-loaded pin. This pin must be pulled while adjusting the height of the column. Air is pulled into the machine via cavitation producing bubbles for flotation. The volume of air is related to the RPM of the motor. There are 2 plastic fluidizers and 2 plastic impelor sizes. The smaler fluidizer and impelor were used for al experiments. The cel is driven by a ? horsepower, 900-1800 RPM, single phase, 60 Hz, 115/230 V, TEFC bal bearing motor. The motor speed is controlled by a knob on the top of the column and monitored via a mounted tachometer. Test samples are loaded in a stainles-stel vesel mounted under the difuser. The machine is capable of testing samples of 250, 500, 1000, and 2000 g. The 250 g vesel was used for al experiments. Figure 3-19 is a schematic of the Denver Cel and Figure 3-20 is an image of the cel [Svedala, 1996]. The procedure employed for the Denver Cel was similar to that of the EFC. For each run the 250 g stainles-stel vesel was used and the machine was operated at 900 RPM for 5 minutes using the smaler impelor and fluidizer. Algae pads described in section 3.10 were constructed from collected foam, and images of the foam produced 58 were taken throughout the experiments. It was not possible to generate algae pads from the remaining water in the Denver Cel after each run due to blinding of the filter paper during filtration. 59 Figure 3-19: Denver D-12 Flotation Cel [Svedala, 1996]. 60 Figure 3-20: Denver D-12 Flotation Cel. 61 3.10 Algae Pads Algae pads were constructed from samples generated in the EFC and the Denver D-12 Flotation Cel to determine the mas of algae in the foam layer and thus the flotation eficiency. The method involves producing dried algae cakes on filter paper substrates from the collected foam as wel as unfloated algae in the clarified water of the flotation runs. For each flotation run, 2 pieces of filter paper were dried in an oven at 65 ?C for 4 hours to remove moisture. The filter paper was removed from the oven and the dry weight was imediately recorded. The filter paper was transfered to a B?chner funnel atached to a vacuum pump. The filter paper was weted with distiled water and the vacuum pump was turned on to provide suction to the funnel. Algae samples from flotation runs were filtered through the funnel producing an algae cake on the filter paper. Algae from collected foam was collected on 7 cm diameter filter paper. Unfloated algae from flotation runs was collected on 11 cm diameter filter paper. Algae pads were removed from the filter and transfered to an oven at 65 ?C and alowed to dry for 24 hours. After 24 hours the algae pads were removed from the oven and imediately weighed. Images of each algae pad were taken after drying. Figure 3-21 is an image of algae pads produced from algae collected from the foam and unfloated algae from a typical flotation run, corresponding to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. A quantitative measure of the flotation eficiency was calculated from the weight of the algae pads. The total mas of algae and added chemicals collected on a given pad was calculated as the diference in the final and initial weight of each algae pad. In order 62 to acount for the weight that flocculants and celulose added to the algae pads, it was asumed that al added chemicals were bound to the algae. The amount of added chemicals in the foam and the amount remaining bound to the unfloated algae was then proportional to the amount of algae floated. For example, for a run containing 50 mg total of algae and 20 mg of additional chemicals total, if 40 mg of algae were collected in the foam and 10 mg remained unfloated, then it was asumed that 16 mg of added chemicals were present in the foam with the remaining 4 mg bound to the unfloated algae. Flotation eficiency was defined as the diference betwen the total mas of algae at the start of the run and the mas of unfloated algae, divided by the total mas of algae at the start of the run. 63 Figure 3-21: Algae pads generated from a typical flotation run. (a) Algae from collected foam and (b) unfloated algae. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 64 3.11 Imaging System The high-speed camera utilized in this study for observation of algae and bubble interactions was a Kodak SR-500 Motion Corder Analyzer. The camera system has been used for other studies in this laboratory [Emerson, 2006]. The camera can record at 100, 250, 500, and 1000 frames per second for very high temporal resolution. The camera is capable of generating images with a maximum spatial resolution of 512 x 480 pixels. At a frame rate of 250 FPS, the camera records 1365 images for a run time of about 5.5 seconds. Video recorded at 500 FPS has a run time of about 2.75 seconds. The camera generates 1365 time-stamped bitmap images. The camera outputs directly to a PC for image procesing without losing resolution. The camera also outputs to a video monitor to observe what the camera is imaging. A Micro-Nikkor 60 m AF close-up lens was used for al images captured. The large aperture of this lens alows the use of standard lighting. The field of view ranges from 9.7 cm 2 to 25 cm 2 . The bitmap images produced by the camera are in an uncompresed format. These files are very large, and video generated from them can be very large, as much as 700-800 MB. In order to reduce file size, al bitmap images were converted to compresed JPEG files with Corel Photopaint 11. The JPEGS were then asembled into an AVI format movie using VideoMach software. Refer to Appendix B for a more complete movie building protocol. 65 CHAPTER 4 RESULTS A systematic study was performed to determine the flotation eficiency of chlorela algae flotation. In order to determine efective flocculation chemistries for use in flotation, flocculation beaker tests were performed and flocs formed were imaged with light microscopy. The average equivalent diameter of the flocs formed for each chemistry was calculated with blob analysis. Seven chemistries were chosen based on the flocculation beaker tests for study in the 3 available bubble facilities. Algal cel and bubble interactions were imaged in the stationary bubble facility, which suspends a bubble on the tip of a needle in a quiescent fluid. Algal cel and bubble interactions were imaged in the suspended bubble facility, which suspends bubbles in a down flow of water. The flotation proces was imaged in the EFC during flotation runs for the seven selected chemistries. Algae pads were constructed from the algae foam colected in the EFC and Denver D-12 Flotation Cel for each chemistry tested. The mas of algae was calculated and used to determine the flotation eficiency for each run. 66 4.1 Flocculation Beaker Tests and Microscope Slide Results The results of the flocculation beaker tests provided valuable qualitative data, while the corresponding microscope slides prepared from these tests provided useful quantitative data. Al flocculation beaker tests were performed at 22 ?C and pH 7. The 33 chemistries listed in Table 3-1 were tested. Based on the results of these 33 tests, seven chemistries that yielded the largest average floc size were chosen for additional testing in the bubble facilities. Figure 4-1 shows digital images of the flocculation beaker tests one minute into the test and Figure 4-2 after fiften minutes of setling for the seven chemistries listed in Table 3-2. Table 4-1 acompanies these figures and provides the details of the chemical concentrations in each run. Blob analysis was performed on each of the microscope slides prepared during the flocculation beaker tests to determine the average equivalent diameter of the flocs generated in each run. Figures 4-3 and 4-4 show the blob analysis results for the chemistries containing alum, gelatin, and celulose. Figures 4-5 and 4-6 show the blob analysis results for the chemistries containing iron nitrate, chitosan, and celulose. Tables 4-2 through 4-5 acompany these figures and provide the details of the chemical concentrations in each run. For those runs containing celulose, blob analysis was employed to determine the floc to fiber ratio, defined as the average floc area divided by the average fiber area. Figure 4-7 presents the floc to fiber results for chemistries containing celulose. Table 4-6 provides the details of the chemical concentrations in each run. Refer to Appendix D for statistical data. 67 Figure 4-1: Flocculation beaker images while stiring. Table 4-1: Chemistries for Figure 4-1 and Figure 4-2. 68 Figure 4-2: Flocculation beaker images after 15 minutes of setling. 69 Figure 4-3: Microscope slide results. Average equivalent floc diameter for chemistries containing alum and gelatin. Table 4-2: Chemistries for Figure 4-3. 70 Figure 4-4: Microscope slide results. Average equivalent floc diameter for chemistries containing alum, gelatin, and celulose. Table 4-3: Chemistries for Figure 4-4. 71 Iron Nitrate and Chitosan Chemistries Average Equivalent Diameter 0 20 40 60 80 100 120 140 1 2 3 4 5 6 7 8 9 10 11 12 33 Run A v e r a g e E q u i v a l e n t D i a m e t e r ( u m ) Figure 4-5: Microscope slide results. Average equivalent floc diameter for chemistries containing iron nitrate and chitosan. Table 4-4: Chemistries for Figure 4-5. 72 Figure 4-6: Microscope slide results. Average equivalent floc diameter for chemistries containing iron nitrate, chitosan, and celulose. Table 4-5: Chemistries for Figure 4-6. 73 Figure 4-7: Floc to fiber ratio for celulose chemistries. Table 4-6: Chemistries for Figure 4-7. Table 4-6: Chemistries for Figure 4-7. 74 4.2 Stationary Buble Facility Results Interactions betwen algal cels and bubbles were imaged in the stationary bubble facility for the seven chemistries listed in Table 3-2. Algae containing no added flocculants was also imaged under varying solution pH and temperature. Adsorption of algae to bubbles was not sen for any of the chemistries tested. This may be atributed to the generaly large size of bubbles produced in this facility as wel as other factors. Typical bubble diameters produced in the stationary bubble facility range from 0.75-1.25 m. In al cases, algae approached and followed the curve of the bubble. Once the algae reached the bottom of the bubble, it did not adsorb and continued past the bubble and setled on the bottom of the vesel. Images captured in the stationary bubble facility were converted to avi format movies. Refer to Appendix C for a complete list of al movies generated and the corresponding conditions evaluated. Figure 4-8 is a series of frames captured by the high-speed camera during a run in the stationary bubble facility. The concentration of iron nitrate was 100 ppm and the concentration of chitosan was 1.25 ppm. The series of images tracks an algae floc as it travels down the bubble but does not adsorb. Figure 4-9 presents individual frames from the seven chemistries tested showing no algae adsorption to bubbles. 75 Figure 4-8: Series of frames from the stationary buble facility. Image sequence is from left to right starting from the top left. 76 Figure 4-9: Individual frames from the stationary buble facility showing no algae adsorption. Table 4-7: Chemistries for Figure 4-9. 77 4.3 Suspended Buble Facility Results Interactions betwen algal cels and bubbles were imaged in the suspended bubble facility for the seven chemistries listed in Table 3-2. Frames were captured by the high- speed camera for each run during normal operation (filed and flowing at steady state) as wel as while the facility was being loaded (filed with test algae). During normal operation, algae was not sen to adsorb to bubbles for any chemistry tested. However, algae was clearly sen to adsorb to bubbles during filing of the facility for al chemistries tested except the control run (algae and water only). The primary diference betwen the bubbles present during normal operation and those present during filing of the facility is size. Typical bubble sizes observed during normal operation were in the range of 1-5 m, while those observed during loading were in the range of 50-650 ?m. Figure 4-10 is a series of frames captured by the high-speed camera during filing of the facility for Run B, which corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively and a celulose to algae mas ratio of 1:1. It is clearly sen that a large amount of algae has adsorbed to the bubble in the frame and is rising through the column. Several smaler bubbles are also completely covered in flocculated algae. This network of algae and bubbles is actualy sinking in the column due to the weight of the algae. Several separate flocs are sen to adsorb to bubbles forming a larger network of flocculated algae on the bubble. Figure 4-11 presents individual frames from the same run highlighting the bubbles with adsorbed algae. Algae was observed to adsorb to bubbles of similar sizes during loading of the facility for al chemistries tested except the control run, although no images were captured for the control run. Figure 4-12 78 shows individual frames for the seven chemistries tested in Table 3-2 during filing of the facility showing algae adsorption to bubbles. Figure 4-13 is also a series of frames from Run B, except they were taken under normal operation of the facility. The bubble diameters in Figure 4-13 are in the range of 5 m. Bubbles that are around 2 m or greater show a large departure from a spherical morphology. The bubbles in Figure 4-13 are sen to distort under the flow field during operation. Algae flocs are clearly sen traveling past the bubble without adsorbing. No algae was observed to adsorb to bubbles during normal operation of the suspended bubble facility for the chemistries tested. Figure 4-14 presents individual frames for the seven chemistries tested in Table 3-2 during normal operation of the facility, showing no algae adsorption. 79 Figure 4-10: Suspended buble facility. Frames captured during loading of the facility for Run B. Image sequence is from left to right starting with the top left image. 80 Figure 4-11: Individual frames from Figure 4-10 highlighting bubles with adsorbed algae. Bubbles atached to the same mas of algae are highlighted in yelow. 81 Figure 4-12: Individual frames during filing of the suspended buble facility showing algae adsorption. Table 4-8: Chemistries for Figure 4-12 82 Figure 4-13: Suspended buble facility. Frames captured during normal operation for Run B. Image sequence is from left to right starting with the top left image. 83 Figure 4-14: Individual frames during normal operation of the suspended buble facility showing no algae adsorption. Table 4-9: Chemistries for Figure 4-14 84 4.4 Electrochemical Flotation Cel Results The seven chemistries listed in Table 3-2 were tested in the EFC utilizing both hydrogen and air as the gas for flotation. The foam generated in each run was collected and procesed into an algae pad in order to determine the flotation eficiency. Robust foams were developed in each run except the control (algae and water only) when the test gas was hydrogen. There was a smal amount of foam for the control run when the test gas was hydrogen, however there was only a smal volume of foam present that was easily disturbed. No foam was observed for any of the conditions tested while the test gas was air. Figures 4-15 is an image of the foam generated for Run A right before shutdown for both hydrogen and air as the test gas, which corresponds to an iron nitrate and chitosan concentration of 50 ppm and 1.25 ppm respectively. A robust foam is clearly sen for the hydrogen run, with smal hydrogen bubbles visible reaching the surface and breaking through the foam. There is no foam sen when the test gas is air. Very large bubbles can be sen on the surface without any appreciable algae. Figure 4-16 presents images of the foam generated for the seven chemistries tested in the EFC for both air and hydrogen as the test gas. These images were taken right after shutdown of the facility. Figure 4-19 presents the flotation eficiency for the seven chemistries evaluated in the EFC. The flotation eficiency was defined as the diference betwen the total mas of algae present in each run and the mas of algae remaining unfloated, divided by the total mas of algae present in each run. The flotation eficiency calculated for the runs utilizing air are very smal, in the range of 1%. The surface of the water was skimed in the same manner for the runs utilizing hydrogen, however most of the algae that was 85 collected was a result of bubbles bursting on the surface of the water and causing smal amounts of water to spil into the collection chamber. Very litle algae was collected as a foam using the skimer for the air runs. Table 4-11 presents the calculations used to determine the flotation eficiency. Figures 4-17 and 4-18 are a series of digital images of the algae pads generated from the EFC. Pads for each of the seven runs tested are presented together for comparison of hydrogen and air as the test gas. In each case, the algae pads produced from the collected foam were a much darker gren when the test gas was hydrogen. The algae pads generated from the unfloated algae remaining in the test solution are a much lighter gren when the test gas is hydrogen, indicating a larger mas of algae was floated for the hydrogen runs. 86 Figure 4-15: Algae foam generated in the EFC. Foam generated after 5 minutes for Run A utilizing hydrogen (a) and air (b) as the flotation gas. Corresponds to iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively. 87 Figure 4-16: Images of foam generated in the EFC right after shutdown for hydrogen (top photo) and air (bottom photo) as the test gas. Table 4-10: Chemistries for Figures 4-16 through 4-19. 88 Figure 4-17: Algae pads generated in the EFC. In each set of 4 pictures: Algae from foam using hydrogen (top left), unfloated algae remaining using hydrogen (bottom left), algae from foam using air (top right), and unfloated algae remaining using air (bottom right). Figure continued on the following page. 89 Figure 4-18: Algae pads generated in the EFC. In each set of 4 pictures: Algae from foam using hydrogen (top left), unfloated algae remaining using hydrogen (bottom left), algae from foam using air (top right), and unfloated algae remaining using air (bottom right). Figure continued from the previous page. 90 Table 4-11: Flotation eficiency calculations for the EFC. 91 Figure 4-19: Flotation eficiency in the EFC. 92 4.5 Denver D-12 Flotation Cel Results The seven chemistries listed in Table 3-2 were tested in the Denver D-12 Flotation Cel. Algae pads were constructed from the foam collected in each run. Atempts to generate algae pads from the unfloated algae remaining in the tank were unsuccesful. The volume of liquid remaining in the tank after each run was about 1.4 L. The remaining volume was too large to filter using the vacuum pump and the B?chner funnel due to extensive blinding of the algae on the filter paper. Therefore the flotation eficiency could not be calculated for the Denver Cel runs. Although floatation eficiency could not be calculated, it is clear from the digital photographs of the cel in operation that no appreciable foam was produced for any of the chemistries tested. Bubbles in the range of 2-6 m can be sen bursting on the surface, however there is litle or no algal foam acumulation at the surface of the water. Most of the algae in the pads generated from the collected foam was due to large bubbles bursting on the surface causing smal amounts of the test solution to spil into the collection chamber. Figure 4-20 is a series of images of the Denver Cel in operation at 5 minutes showing large bubbles bursting on the surface with litle or no algae foam produced. Images of the algae pads generated from the collected foam also indicate qualitatively that only a smal amount of algae is present on the pads. The algae pads are mostly white with a very light gren tinge indicating very litle algal mas. Figure 4-21 is a series of images of the algae pads generated from the collected foam from the Denver Cel. In comparison, algae pads produced from collected foam in the EFC when the test gas was hydrogen (shown in Figures 4-17 and 4-18) show a very dark gren color indicating a large mas of algae present. 93 Figure 4-20: Denver D-12 Flotation Cel after operation for 5 minutes. Table 4-12: Chemistries for Figure 4-20 and 4-21. Table 4-12: Chemistries for Figure 4-20 and Figure 4-21 94 Figure 4-21: Algae pads produced from the foam collected in the Denver Flotation Cel. 95 CHAPTER 5 DISCUSION OF RESULTS Image procesing techniques were utilized to calculate the average equivalent diameter of algae flocs produced with iron nitrate, alum, chitosan, gelatin, and celulose chemistries. Promising flocculation chemistries were evaluated in the stationary bubble facility, the suspended bubble facility, the EFC, and the Denver D-12 flotation cel. Algae pads were constructed from the flotation runs and the mas of algae removed from the water was calculated. The flotation eficiency of each of the selected chemistries was determined. 96 5.1 Discusion of Algal Flocculation Results The algae formed stable flocs when exposed to various flocculation chemistries. The size of the flocs varied with chemistry type, concentration, and the presence or absence of celulose. Figure 4-6 shows that the largest flocs were observed for Run 26, corresponding to an iron nitrate concentration of 50 ppm and a celulose to algae mas ratio of 10:1. Run 26 yielded an average equivalent diameter of 187 ?m. Figure 4-3 shows that the smalest flocs were observed for Run 17, corresponding to alum and gelatin concentrations of 100 ppm and 6.25 ppm respectively. Run 17 yielded an average equivalent diameter of 24 ?m. In the absence of any chemicals, the algae did not form flocs. There are a few generalizations that can be drawn from the flocculation beaker tests and the corresponding microscope slides for each run. Figures 4-3 through 4-6 show that algae flocculated with iron nitrate and or chitosan produce larger flocs than algae flocculated with alum and or gelatin. The largest and smalest average diameters for iron nitrate and chitosan chemistries are 187 ?m (Run 26) and 43 ?m (Run 12) respectively. The largest and smalest average diameters for alum and gelatin chemistries are 57 ?m (Run 14) and 24 ?m (Run 17) respectively. Iron nitrate and chitosan chemistries typicaly produce flocs with diameters about twice as large as alum and gelatin chemistries. Secondly, Runs 13-17 in Figure 4-3 show that increasing the concentration of gelatin leads to a decrease in the average equivalent floc diameter of about 40% for algae treated with alum and gelatin. Runs 18-21 in Figure 4-3 show that addition of alum beyond about 75 ppm neither increases nor decreases the average equivalent floc 97 diameter for algae treated with alum and gelatin. These results of alum and gelatin chemistries evaluated with the flocculation beaker tests provided guidelines for selecting the alum and gelatin chemistries evaluated with the various bubble facilities. Thirdly, Runs 1-5 in Figure 4-5 show that increasing the concentration of chitosan leads to a decrease in the average equivalent floc diameter of about 30% for algae treated with iron nitrate and chitosan. Runs 6-10 in Figure 4-5 show that there is no clearly evident trend in average equivalent floc diameter for varying concentrations of iron nitrate for algae treated with iron nitrate and chitosan. The results of iron nitrate and chitosan chemistries evaluated with the flocculation beaker tests provided guidelines for selecting the iron nitrate and chitosan chemistries evaluated with the various bubble facilities. Lastly, the addition of celulose has a positive efect on the average equivalent floc diameter for iron nitrate and chitosan chemistries and litle efect on alum and gelatin chemistries. Addition of celulose increases the average equivalent diameter about 30% for iron nitrate and chitosan chemistries. The largest average equivalent diameter was observed for an iron nitrate concentration of 50 ppm and a celulose to algae mas ratio of 10:1. Figure 4-7 shows that the floc to fiber ratio is about 6 for iron nitrate and chitosan chemistries, indicating the majority of the flocs are algae as opposed to celulose. A floc to fiber ratio of 6 corresponds to floc/fiber networks with algae occupying 85% of the total area with the remainder celulose. This suggests that chitosan can be replaced with celulose. From a procesing perspective, replacing chitosan with celulose would greatly reduce the cost asociated with flocculating the algae to be floated. Also, if the algae meal remaining after lipid extraction is to be used as an animal fedstock, celulose 98 would have to be added to the meal before it can be used as a fedstock [Putt, 2007]. Therefore addition of celulose at the flocculation step would not require a removal step further down the procesing line. Flocs produced with iron nitrate and chitosan chemistries were very stable compared to those produced with alum and gelatin chemistries. While stiring in the flocculation beaker tests, al flocs reached a maximum size within a few seconds of adding the secondary flocculant (chitosan or gelatin). Flocs that collided did not combine to form larger flocs but rather bounced of of each other and remained the same size. After 15 minutes of setling, flocs that were stired a second time returned to a similar size, indicating that flocs do not combine into larger flocs when setled on the bottom of the vesel. While pipeting samples from the flocculation beaker tests for the microscope slides, the iron nitrate and chitosan flocs stayed together while the alum and gelatin flocs were easily disturbed. During the foam collection step in the EFC, the alum and gelatin foams were easily disturbed by the glas skimer and were partialy re-dispersed in the water while the iron nitrate and chitosan foams remained stable during skiming. Qualitative asesments of the flocculation beaker tests do not always agre with quantitative data drawn from the corresponding microscope slide photographs. In several cases very large flocs of m scale diameter were observed in the beaker while the test solution was stiring. However, when samples from the same conditions were analyzed with blob analysis, the average floc diameters were smaler than 0.2 m in the largest case. Comparison of flocculation beaker images for Runs 1 and 5 (Figure 5-1) is an example. The images show that Run 5 exhibits larger flocs than Run 1 while the solutions were stiring. However when samples were drawn from the beakers and 99 analyzed under the microscope, Run 1 had an average equivalent diameter of 112 ?m and Run 5 had a diameter of 75 ?m. The discrepancy is atributed to the method in which the microscope slides were prepared. Each slide shows only a very smal representation of the test run and may not be representative of the actual average size. Also, the flocs sampled may have been disturbed by the action of the pipete while collecting samples. The pipete openings were widened to minimize this efect. Lastly, the asumed depth of the flocs on the microscope slides of 10 microns has a large efect on the calculated average floc diameter and may be underestimated. 100 Figure 5-1: Flocculation beaker test images for Run 5 (a) and Run 1 (b). Corresponds to iron nitrate and chitosan concentrations of 75 ppm and 0.5 ppm for Run 5 and 75 ppm and 2.5 ppm for Run 1 respectively. 101 5.2 Discusion of Algal Cel Adsorption to Bubles The results from the four bubble facilities utilized in this study suggest that algal cels and algae flocs do not adhere to large bubbles. For the purposes of this discussion a large bubble is considered to have a diameter of 0.75 m or greater. No algal cel adsorption to bubbles was observed for any of the conditions tested in the stationary bubble facility. Bubbles produced in this facility are typicaly on the order of 1-2 m; it is very dificult to produce a bubble with a diameter smaler than 0.75 m in this facility. The pH variation study further supports this asesment. No algal adsorption was observed for any pH condition tested in this facility, however other studies have had succes floating algae in a low pH environment without additional chemicals [Levin et al., 1961]. The injection technique used for the stationary bubble facility sets up an almost guaranted collision of particles with the bubble. This may support the idea that algal cels did not adsorb to the bubbles in this facility because of their large diameters. The suspended bubble facility provides anecdotal evidence that algal cels can adhere to smaler bubbles, but not larger ones. Figure 5-2 shows algae flocs adsorbed to a bubble of 500 ?m diameter while a bubble of 3 m diameter in the same frame does not have any algae adsorbed to it. Images captured by the high-speed camera during filing of the suspended bubble facility clearly show algae adsorption to bubbles introduced during loading. Most of the bubbles produced during filing are 25-700 ?m in diameter. Figure 4-12 clearly shows a large mas of algae atached to several bubbles. In some cases the volume of algae atached to a bubble was many times greater than the volume of the bubble. In other cases, several bubbles were atached to the same algal mas. However, during normal operation of the facility, no algae was observed to adsorb 102 to any bubbles. The bubbles produced during normal operation are very large, in the range of 1-6 m. The EFC provides concrete evidence that algal cels can adsorb to smal bubbles. When the test gas was hydrogen, al chemistries tested in this facility, including to some extent the control run, showed algal floc and algal cel adsorption to bubbles. The size of the bubbles produced is very smal, on the order of 50 ?m, and can be controlled by varying the amount of curent supplied to the fuel cel. Evidence suggests that it is the smal bubble size and not the composition of the gas that has a greater efect on algae adsorption. When the test gas in the EFC was air, there was no algal cel adsorption observed for any chemistry tested. However this is atributed to the size of the air bubbles produced by the aeration stones, which were in the range of 1-3 m. The anecdotal evidence captured by the suspended bubble facility during filing supports this claim. The seven chemistries tested in the suspended bubble facility were identical to those tested in the EFC with both air and hydrogen as the test gas. No algal cel adsorption was observed in the suspended bubble facility during normal operation or in the EFC when air was the test gas. However algal cel adhesion was observed in the suspended bubble facility during filing and in the EFC when the test gas was hydrogen, suggesting that the size of the bubbles is the main factor in determining the extent of algal cel adsorption. Although production of algae pads from the water in the D-12 Denver Flotation Cel was unsuccesful, these tests further support the claim that algal cels do not adsorb wel to large bubbles. Typical bubble sizes produced by the Denver Cel under the 103 conditions tested were on the order of 1-3 m, and no algal cel adsorption was observed for any of the seven chemistries evaluated in the Denver Cel. The flotation tests conducted in the EFC also provide an asesment of the flocculation strength of the iron nitrate/chitosan and alum/gelatin chemistries tested. Figure 4-19 clearly shows that in al cases, iron nitrate and chitosan chemistries lead to higher flotation eficiencies than alum and gelatin chemistries. However, these higher flotation eficiencies may be related to the stability of the foam produced by each chemistry. Qualitative asesments of the water clarity and amount of foam produced for both chemistries suggested that either chemistry is efective for algae flotation. However, it was more dificult to collect foam generated with alum and gelatin chemistries than to collect foam generated with iron nitrate and chitosan chemistries. During collection, the foams generated with iron nitrate and chitosan chemistries remained intact even when disturbed by the glas skimer. On the other hand, foams generated with alum and gelatin chemistries were easily disturbed by the glas skimer. A significant amount of algae left the foam and was resuspended in the test solution by the action of the skimer for the alum and gelatin chemistries. A foam stabilizer may improve the flotation eficiency of alum and gelatin chemistries. The stability of the foam layer and the incorporation of algae into it appears to be related to the primary flocculant (iron nitrate or alum), while the secondary flocculant (chitosan or gelatin) has litle or no efect. In al cases that iron nitrate was the primary flocculant, the foam was very stable regardles if chitosan was present or not. In al cases that alum was the primary flocculant, the foam was relatively unstable regardles if gelatin was present or not. 104 Flotation eficiency increases with increasing average equivalent floc diameter. Figure 5-3 shows that flotation eficiency increased by 50% when the average floc diameter increased from 40 ?m to 130 ?m. Figure 5-3 reveals that iron nitrate and chitosan chemistries are superior to alum and gelatin chemistries for both flocculation and flotation efectivenes. The figure also shows that algae without flocculants does not float to any significant extent and flocculants are necesary in the flotation of algae even for smal diameter bubbles. 105 Figure 5-2: Frame from the suspended buble facility during filing for Run A. The larger circled bubble is 3 m in diameter and shows no algal adsorption. The smaler circled bubble is 0.5 m in diameter and algal adsorption is highlighted with an arow. 106 Figure 5-3: Flotation eficiency evaluated in the EFC versus average equivalent floc diameter calculated from microscope samples of flocculation beaker tests. Table 5-1: Chemistries for Figure 5-3. 107 5.3 Discusion of Buble Imaging Results Although no algal cel adsorption to bubbles was observed in the stationary bubble facility, imaging of algal cel and bubble interactions in this facility were useful to demonstrate how single cels and algae flocs approach and interact with bubbles. Single cels and smal diameter flocs were shown to approach the bubble surface and follow streamlines around the bubbles and continue to the bottom of the vesel. Larger flocs have a larger inertial force and interact with bubbles diferently. Larger flocs were sen to approach the bubble and strike the bubble surface. These flocs then bounced off of the bubble surface and continued to the bottom of the vesel. Contact with the bubble is crucial to adsorption, and therefore larger flocs have a greater likelihood to adsorb to bubbles. The studies in the suspended bubble facility were succesful in imaging algal cel adsorption to bubble surface during filing of the facility. No adsorption was observed during normal operation of the facility. Incorporation of smaler bubbles, on the order of 25-800 microns, into the facility under normal operation is recommended. Evidence discussed in section 5.2 suggests algae would succesfully adsorb to bubbles in this size range. Imaging of algal cel adsorption to bubble surfaces in the EFC was succesful. Images captured at the water air interface show that some bubbles with adsorbed algae approaching the surface are forced back down into the test solution. This suggests that flow paterns in the cel are important and the structural design of the flotation vesel should be considered in detail. 108 5.4 Recommendations Imaging of algal cel and bubble interactions provides a useful method for studying algal flotation. Videos offer a quick procedure to determine the viability of diferent flocculation chemistries to float algae. Visualization of the entire procedure and not just the end results offers insights into how to improve the flotation proces. Future work may employ blob analysis on individual frames to determine the volume of algae atached to a bubble. The results of this work indicate that iron nitrate and chitosan are efective flocculants that improve algae flotation. Future work to determine concentrations of these chemicals that further enhance flotation is recommended. Other flocculants are available that may be efective for algal flotation that should be evaluated, such as polyacrylamides. Results from the bubble facilities indicate that smal bubbles in the range of 20- 750 ?m are more efective for algal flotation. The ability to produce bubbles of these sizes in the stationary and suspended bubble facilities are needed to validate this asertion. A smaler needle capable of producing bubbles in this size range should be used in the stationary bubble facility. Smaler bubbles may be produced in the suspended bubble facility with a smaler needle or through electrochemical methods. Preliminary findings suggest that hydrogen and air are both efective for algal flotation, however the ability to produce bubbles of the same size in al of the bubble facilities are needed for concrete evidence. Based on this asertion, DAF is more promising than induced air flotation for the flotation of algae because DAF generates bubbles in the 20-750 ?m range. 109 CHAPTER 6 CONCLUSIONS Flocculation beaker tests were used to determine the average equivalent diameter of algae flocs. Iron nitrate and chitosan chemistries as wel as alum and gelatin chemistries were evaluated. Iron nitrate and chitosan chemistries were found to produce larger and more stable algae flocs than alum and gelatin chemistries. The addition of celulose can replace the need for chitosan when iron nitrate is the primary flocculant. Samples of the flocculation beaker tests were mounted on microscope slides and imaged. Image procesing techniques were used to determine the average equivalent diameter of the flocs. The largest average equivalent diameter of 187 ?m was observed for an iron nitrate concentration of 50 ppm and a celulose to algae mas ratio of 10:1. The smalest average equivalent diameter of 24 ?m was observed for alum and gelatin concentrations of 100 ppm and 6.25 ppm respectively. Increasing the concentration of the secondary flocculant (chitosan or gelatin) beyond a few ppm decreased the average equivalent diameter. Iron nitrate, alum, chitosan, and gelatin concentrations of 50 ppm, 100 ppm, 1.25 ppm, and 3.75 ppm respectively were selected for testing in the bubble facilities. Observations in the stationary bubble facility were unsuccesful in imaging algal cel adsorption to bubbles. They were useful to visualize how individual cels and larger flocs interact diferently with bubble surfaces in a quiescent fluid. 110 Adsorption of algal cels to bubble surfaces was succesfully imaged in the suspended bubble facility while the apparatus was being filed, however no adsorption was observed during normal operation of the facility. Future studies may include alteration of the suspended bubble facility to alow production of bubbles in the 0.1-0.7 m diameter range. Algal flocs were sen to adsorb more easily to bubbles in this size range. Algae pads were constructed from collected algae separated in the EFC. The facility was operated using both hydrogen and air as the flotation gas. The mas of algae on the pads was used to quantify flotation eficiency. Algal foams generated with iron nitrate and chitosan chemistries are more stable than those generated with alum and gelatin chemistries. Iron nitrate and chitosan concentrations of 50 ppm and 1.25 ppm respectively produced the highest flotation eficiency of 83%. The lowest flotation eficiency of 29% was observed for alum and gelatin concentrations of 100 ppm and 3.75 ppm respectively. Flotation eficiency increases with increasing average equivalent diameter. Determination of flotation eficiency in the Denver D-12 flotation cel was not possible due to blinding of the filter paper while filtering the clarified water. Algae pads were constructed from the collected foam. The Denver Cel provided evidence that supports the claim that algae adsorb to smaler bubbles more easily than larger bubbles. Future studies may include the incorporation of an electrochemical cel within the suspended bubble facility in order to produce smaler bubbles for flotation. A smaler needle fabricated from glas capilary tubing may be used in the stationary bubble facility to image algal cel and bubble interactions in a quiescent fluid for bubble sizes in the 111 range of a few hundred ?m. Imaging techniques may be used to calculate the mas of algae atached to an imaged bubble with blob analysis. Through these techniques a clearer picture of the algal flotation proces may be achieved. 112 BIBLIOGRAPHY Alonso, D.L., Belarbi, E.H., Fern?ndez-Sevila, J.M., Rodr?guez-Ruiz, J. and Grima, E.M. [2000] Acyl Lipid Composition Variation Related to Culture Age and Nitrogen Concentration in Continuous Culture of the Microalga Phaeodactylum Tricornutum, Phytochemisty, 54, 461-471. Biermann, C.J. [1996] Handbook of Pulping and Papermaking. Academic Pres. Bilanovic, D. and Shelef, G. [1988] Flocculation of Microalgae with Cationic Polymers ? Efects of Medium Salinity, Biomass, 17, 65-76. Casel, E.A., Kaufman, K.M. and Matijevi?. [1975] The Efects of Bubble Size on Microflotation, Water Research, 9, 1017-1024. Chen, Y.M., Liu, J.C. and Ju, Y.H. [1998] Flotation Removal of Algae from Water, Colloids and Surfaces B, 12, 49-55. Clift, R., Grace, J.R. and Weber, M.E. [2005] Bubbles, Drops, and Particles, Dover Publications, Mieola, NY. Davies, A. [2000] Visualization of Flexographic and Ofset Ink at Bubble Surfaces, Masters Thesis, Auburn University. Davies, A. and Duke, S.R. [2000] Visualization of Flexographic and Ofset Ink at Bubble Surfaces, TAPI Recycling Symposium, Vol. I, Hyat Crystal City, Washington DC, March 5-8, 2000. Davies, A. and Duke, S.R. [2000] Visualization of Ink Removal Proceses, Paper Age, July 2000. Davies, A., Rossi, L. and Duke, S.R. [2000] A Method for Visualization and Measurement of Ink Adsorption Rates at Bubble Surfaces, Fundamentals and Numerical Modeling of Unit Operations in the Forest Products Industries, AICHE Forest Products Symposium, Series No. 324, Volume 96, 2000. 28-36. Emerson, Z.I. [2003] Visualization of Toner Ink and Adhesive Particles at Bubble Surfaces, Masters Thesis, Auburn University. 113 Emerson, Z.I., Bonometi, T., Krishnagopalan, G.A. and Duke, S.R. [2006] Visualization of Toner Ink Adsorption at Bubble Surfaces, TAPI Journal, 5(4). Ham, J. [2004] Enzyme Enhanced Deinking of Toner Inks, Masters Thesis, Auburn University. Han, X., Miao, X. and Wu, Q. [2006] High Quality Biodiesel Production from a icroalga Chlorela Protothecoides by Heterotrophic Growth in Fermenters, Journal of Biotechnology, 126(4), 499-507. Hung, M.T. and Liu, J.C. [2006] Microfiltration for Separation of Gren Algae from Water, Colloids and Surfaces B, 51, 157-164. Jameson, G.J. [1999] Hydrophobicity and Floc Density in Induced-Air Flotation for Water Treatment, Colloids and Surfaces A, 151, 269-281. Kivakaran, R. and Pilai, V.N.S. [2002] Flocculation of Algae Using Chitosan, Journal of Applied Phycology, 14, 419-422. Kragh, A.M. and Langston, W.B. [1961] The Flocculation of Quartz and Other Suspensions with Gelatine, Journal of Colloid Science, 17(2), 101-123. Levin, G.V., Clendenning, J.R., Gibor, A. and Bogar, F.D. [1961] Harvesting of Algae by Froth Flotation, Resources Research Inc. Liu, X., Xu, J. and We, Q. [2007] Large Scale Biodiesel Production from microalga Chlorela Protothecoids Through Heterotrophic Cultivation in Bioreactors, Biofuels and Environmental Biotechnology, Acepted Preprint. Liu, J.C., Chen, Y.M. and Ju, Y.H. [1999] Separation of Algal Cels from Water by Column Flotation, Separation Science and Technology, 34(11), 2259-2272. Martin, T. and Britz, H. [2002] The New EcoCel Flotation for Primary and Secondary Stages. Voith Sulzer Paper Technology. Mayo, A.W. and Noike, T. [1994] Response of Mixed Cultures of Chlorela Vulgaris and Heterotrophic Bacteria to Variation of pH, Water Science and Technology, 30, 285-294. Morita, M., Watanabe, Y., Okawa, T. and Saiki, H. [2001] Photosynthetic Productivity of Conical Helical Tubular Photobioreactors Incorporating Chlorela sp. Under Various Culture Medium Flow Conditions, Biotechnology and Bioengineering, 74, 136-144. 114 Oh, H.M., Le, S.J., Park, M.H., Kim, H.S., Kim, H.C., Yoon, J.H., Kwon, G.S. and Yoon, B.D. [2001] Harvesting of Chlorela Vulgaris Using a Bioflocculant from Paenibacilus sp. AM49, Biotechnology Leters, 23, 1229-1234. Planas, M.R. [2002] Development of Techniques Based on Natural Polymers for the Recovery of Precious Metals, Disertation, Universitat Polit?cnica de Catalunya. Putt, R. [2007] Algae as a Biodiesel Fedstock: A Feasibility Asesment, Draft Submited to Center for Microfibrous Materials Manufacturing. Putt, R. [2007] Personal communications, Auburn University. Rodrigues, R.T. and Rubio, J. [2007] DAF-Disolved Air Flotation: Potential Applications in the Mining and Mineral Procesing Industry, International Journal of Mineral Procesing, 82, 1-13. Rossi, L. [1998] Auburn University Internship Report, University of Toulouse, France. Sheehan, J., Dunahay, T., Benemann, J. and Roesler, P. [1998] A Look Back at the U.S. Department of Energy?s Aquatic Species Program ? Biodiesel from Algae, NREL/TP-580-24190. Stead, A.D., Cotton, R.A., Ducket, J.G., Goode, J.A., Page, A.M. and Ford, T.W. [1995] The Use of Soft X Rays to Study the Ultrastructure of Living Biological Material, Journal of X-Ray Science and Technology, 5, 52-64. Svedala Corporation [1996] Denver D-12 Laboratory Flotation Cel User?s Manual. Yao-de, Y. and Jameson, G.J. [2003] Application of the Jameson Cel Technology for Algae and Phosphorus Removal from Maturation Ponds, International Journal of Mineral Procesing, 73, 23-28. 115 APENDIX A BLOB ANALYSIS PROCEDURE The following steps outline the procedure to calculate a specified area in an image, which was used to determine the average equivalent floc diameter. Scale Calibration 1. Open ImageJ 2. Click File > Open and locate the appropriate image of the ruler on a microscope slide to set the scale 3. Click on the ?Straight line selections? button on the toolbar 4. Draw a straight of known distance on the image betwen two ruler tick marks 5. Click Analyze > Set Scale 6. The distance in pixels of the line is displayed in the ?Distance in Pixels? box 7. Type the distance of the line in the ?Known Distance? box 8. Set the unit of the distance of the known line in the ?Unit of Length? box 9. Check the ?Global? checkbox and click the ok button Floc Area Measurement 1. Close the image of the ruler on the microscope slide 2. Click File > Open and locate the first microscope slide image to be analyzed 3. Click the ?Polygon selections? button on the toolbar 116 4. For each floc to be measured, click on the outside edge of the floc and trace the area of the floc 5. When the entire floc area is highlighted, double click the mouse to close the polygon 6. Click Analyze > Measure (alternatively pres ctrl-m) 7. The area of the floc in the specified units is displayed in another window 8. Repeat the procedure for al flocs to be measured 117 APENDIX B MOVIE BUILDING PROCEDURE The following steps outline the procedure to convert frames captured by the Kodak MotionCorder High-Speed Camera into a digital movie in avi format. File Batch Change 1. Open Corel PhotoPaint 11 2. Click File > Batch change on the toolbar 3. In the new indow, click Add file 4. Navigate to the folder the images are stored in and click on the first file (f_000001.bmp) in the directory and then scroll down to the 800 th file (f_000800) and click it while holding the SHIFT key. 5. Confirm that ?Save as new file? is highlighted 6. Set the save to folder as the destination where the converted files are to be saved 7. Set the ?save as? type as JPG 8. Click PLAY 9. Corel wil open and close a new indow for each image, after al images have been converted, open Windows Explorer 10. Copy and run the batch file change script (change.bat) to the directory where the converted images were saved. The change.bat script renames the JPG files for movie building. 118 Movie Building 1. Open VideoMach 2. Click on the ?Open video and audio files? folder icon 3. In the new indow, locate the directory where the JPG images are saved 4. Select the entire range of images to be compiled into a movie and click open 5. Click File > Save 6. In the new indow, set the ?Output Mode? dropbox to video only 7. Under the ?Write VIDEO and AUDIO to this file? dropbox, specify the directory where the movie is to be saved 8. Click the video tab at the top of the window 9. Click the resize button 10. In the new indow uncheck the ?automatic box? and change the ?Make resolution divisible by? to 4 and click the ok button 11. Click the rotate button 12. Click on the ?90 degres right? button and click the ok button 13. Under the ?Frame Rate (fps)? section, uncheck the ?automatic? box 14. Enter the frame rate in frames per second that the images were captured at 15. In the dropbox, select ?Kep original number of frames? 16. Click save 17. When the movie building is complete (1-10 minutes) the movie is created in the specified directory 119 APENDIX C LIST OF VIDEOS The following is a list of al movies captured by the high-speed camera. File names that include ?RepX? refer to the replicate number. For replicated videos, 3 Reps were performed for each condition listed except for the EFC hydrogen Runs which have 2 Reps for each condition listed. 120 Table C-1: List of Videos 121 APENDIX D FLOC SIZE ANALYSIS Table D-1: Flocculation beaker test calculations