Microbial Caco3 Precipitation for the Production of Biocement
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Microbial CaCO3 Precipitation for the production of Biocement School of Biological Sciences & Biotechnology Murdoch University Western Australia This thesis is presented for the degree of Doctor of Philosophy in Biotechnology September 2004 Victoria S. Whiffin i “Upon touching sand, may it turn to gold” Anon. (Greek proverb) Whiffin, Victoria S. Microbial CaCO3 precipitation for the production of biocement. Ph.D thesis: Murdoch University Subject headings: Urease / Calcium carbonate precipitation / Bacteria. ii iii Declaration I declare that this thesis is my own account of my research and contains as its main content work that has not previously been submitted for a degree at any university. Victoria Whiffin iv Summary The hydrolysis of urea by the widely distributed enzyme urease is special in that it is one of the few biologically occurring reactions that can generate carbonate ions without an associated production of protons. When this hydrolysis occurs in a calcium-rich environment, calcite (calcium carbonate) precipitates from solution forming a solid-crystalline material. The binding strength of the precipitated crystals is highly dependent on the rate of carbonate formation and under suitable conditions it is possible to control the reaction to generate hard binding calcite cement (or Biocement). The objective of this thesis was to develop an industrially suitable cost-effective microbial process for the production of urease active cells and investigate the potential for urease active cells to act as a catalyst for the production of Biocement. The biocementation capability of two suitable strains was compared. Sporosarcina pasteurii (formally Bacillus pasteurii) produced significantly higher levels of urease activity compared to Proteus vulgaris, however the level of urease activity was variable with respect to biomass suggesting that the enzyme was not constitutive as indicated by the literature, but subject to regulation. The environmental and physiological conditions for maximum urease activity in S. pasteurii were investigated and it was found that the potential urease capacity of the organism was very high (29 mM urea.min-1.OD-1) and sufficient for biocementation without additional processing (e.g. concentration, cell lysis). The regulation mechanism for S. pasteurii urease was not fully elucidated in this study, however it was shown that low specific urease activity was not due to depletion of urea nor due to the high concentrations of the main reaction product, ammonium. pH conditions were shown to have a regulatory effect on urease but it was evident that another co-regulating mechanism existed. Despite not fully exploiting the urease capability of S. pasteurii, sufficient urease activity to allow direct application of the enzyme without additional processing could still be achieved and the organism was considered suitable for biocementation. v Summary Urease was the most expensive component of the cementation process and cost- efficient production was desired, thus an economic growth procedure was developed for large-scale cultivation of S. pasteurii. The organism is a moderate alkaliphile (growth optimum pH 9.25) and it was shown that sufficient activity for biocementation could be cultivated in non-sterile conditions with a minimum of upstream and downstream processing. The cultivation medium was economised and expensive components were replace with a food-grade protein source and acetate, which lowered production costs by 95%. A high level of urease activity (21 mM urea hydrolysed.min-1) was produced in the new medium at a low cost ($0.20 (AUD) per L). The performance of urease in whole S. pasteurii cells was evaluated under biocementation conditions (i.e. presence of high concentrations of urea, Ca2+, + - - NH4 /NH3, NO3 and Cl ions). It was established that the rate of urea hydrolysis was not constant during cementation, but largely controlled by the external concentrations of urea and calcium, which constantly changed during cementation due to precipitation of solid calcium carbonate from the system. A simple model was generated that predicted the change in urea hydrolysis rate over the course of cementation. It was shown that whole cell S. pasteurii urease was tolerant to concentrations of up to 3 M urea and 2 M calcium, and the rate of urea hydrolysis was unaffected up to by 3 M ammonium. This allowed the controlled precipitation of up to 1.5 M CaCO3 within one treatment, and indicated that the enzyme was very stable inspite of extreme chemical conditions. A cost-efficient cementation procedure for the production of high cementation strength was developed. Several biocementation trials were conducted in order to optimise the imparted cementation strength by determining the effect of urea hydrolysis rate on the development of strength. It was shown that high cementation strength was produced at low urea hydrolysis rates and that the development of cementation strength was not linear over the course of the reaction but mostly occurred in the first few hours of the reaction. In addition, the whole cell bacterial enzyme had capacity to be immobilised in the cementation material and re-used to subsequent applications, offering a significant cost-saving to the process. vi Summary An industry-sponsored trial was undertaken to investigate the effectiveness of Biocement for increasing in-situ strength and stiffness of two different sandy soils; (a) Koolschijn sand and (b) 90% Koolschijn sand mixed with 10% peat (Holland Veen). After biocementation treatment, Koolschijn sand indicated a shear strength of 1.8 MPa and a stiffness of 250 MPa, which represents an 8-fold and 3-fold respective improvement in strength compared to unconsolidated sand. Significantly lower strength improvements were observed in sand mixed with peat. In combination, trials of producing bacteria under economically acceptable conditions and cementation trials support the possibility of on-site production and in-situ application of large field applications. vii Contents Declaration iii Summary iv Chapter 1 Introduction 1 Thesis Objectives 17 Chapter 2 Investigation of suitable microbial sources of urease 18 Chapter 3 Optimisation of urease production in Sporosarcina 37 pasteurii Chapter 4 Economisation and up-scaling issues 59 Chapter 5 Evaluating the performance of urease under industrial 76 conditions Chapter 6 Biocementation trials 89 Chapter 7 Industrial application of the biocementation 113 technology Chapter 8 General Discussion 129 References 136 Appendices 145 Acknowledgements 154 viii Chapter 1 Introduction 1.1 Introduction Calcite (CaCO3) is one of the most common and widespread minerals on Earth, constituting 4% by weight of the Earth’s crust. It is naturally found in extensive sedimentary rock masses, as limestone, marble and calcareous sandstones in marine, freshwater and terrestrial environments (Hammes and Verstraete, 2002; Klein and Hurlbut, 1999). Bacterial contribution to these extensive formations had been suspected for some time (Drew, 1910) but remained controversial until recent investigations involving the microbial pathways and the required precipitation conditions, indicated that bacteria have the potential to far exceed the abiotic contribution to calcium carbonate deposition in most environments on Earth (Castanier et al., 2000b). In addition to this, the huge limestone formations on the sea bottom have to a large extent resulted from great thicknesses of calcareous material from pelargic skeletal organisms (such as coccolithophores and foraminifera) (Morse, 2003; Klein and Hurlbut, 1999). It has been shown that the cellular organelles that are largely responsible for the production of carbonate shells in eukaryotic organisms, are the mitochondria (or chloroplasts). These organelles are widely considered as primitive endosymbiotic bacteria, which further supports the bacterial contribution to carbonate precipitation (Castanier et al., 2000b). The precipitation of calcium carbonate is governed by four parameters; (1) the calcium concentration, (2) the carbonate concentration, (3) the pH of the environment (which affects carbonate speciation and calcium carbonate solubility) and (4) the presence of nucleation sites (Hammes and Verstraete, 2002). Carbonate precipitation may theoretically occur in natural environments by increasing the concentration of calcium and/or carbonate in solution or by decreasing the solubility of calcium and/or carbonate. Calcite precipitation may come about abiotically by evaporation or shifts in temperature or pressure, or biotically through the action of microorganisms. Bacterial cells have themselves been shown to be excellent nucleation sites for growing minerals (authigenic) 1 Chapter 1 - Introduction during the formation of rock (Ferris et al., 1986; Ferris et al., 1987), with many studies confirming the precipitation of calcite on the bacterial cell surface (Fujita et al., 2000; Hammes et al., 2003c; Warren et al., 2001). As there is no shortage of nucleation sites in bacterial cultures, the first three parameters of calcium concentration, carbonate concentration and pH are key for microbial carbonate precipitation (MCP). 1.2 Microbial Carbonate Precipitation (MCP) Microbial carbonate precipitation (MCP) has gained interest in the last 20 years, particularly with regard to the potential role marine systems may play as ‘carbon sinks’ for the increasing global production of CO2. Three main groups of organisms exist that can induce MCP through their metabolic processes; (i) photosynthetic