Stability, Relaxation, and Oscillation of Biodegradation Fronts

We study the stability and oscillation of travelingfronts in a three-component, advection-reaction biodegradation model. The three components are pollutant, nutrient, and bac- teria concentrations. Under an explicit condition on the biomass growth and decay coefficients, we derive reduced, two-component, semilinear hyperbolic models through a relaxation procedure, duringwhich biomass is slaved to pollutant and nutrient concentration variables. The reduced two- component models resemble the Broadwell model of the discrete velocity gas. The traveling fronts of the reduced system are explicit and are expressed in terms of hyperbolic tangent function in the nutrient-deficient regime. We perform energy estimates to prove the asymptotic stability of these fronts under explicit conditions on the coefficients in the system. In the small dampinglimit, we carry out Wentzel-Kramers-Brillouin (WKB) analysis on front perturbations and show that fronts are always stable in the two-component models. We extend the WKB analysis to derive amplitude equations for front perturbations in the original three-component model. Because of the bacteria kinetics, we find two asymptotic regimes where perturbation amplitudes grow or oscillate in time. We perform numerical simulations to illustrate the predictions of the WKB theory.

[1]  R. Caflisch Navier-stokes and boltzmann shock profiles for a model of gas dynamics , 1979 .

[2]  Mary F. Wheeler,et al.  Modeling of in-situ biorestoration of organic compounds in groundwater , 1991 .

[3]  R. LeVeque Numerical methods for conservation laws , 1990 .

[4]  Albert J. Valocchi,et al.  Characterization of traveling waves and analytical estimation of pollutant removal in one‐dimensional subsurface bioremediation modeling , 1997 .

[5]  J. Xin,et al.  Existence of traveling waves in a biodegradation model for organic contaminants , 1999 .

[6]  Patrick Höhener,et al.  Bioremediation of a diesel fuel contaminated aquifer: simulation studies in laboratory aquifer columns , 1996 .

[7]  Shuichi Kawashima,et al.  Asymptotic stability of traveling wave solutions of systems for one-dimensional gas motion , 1985 .

[8]  P. Bedient,et al.  Transport of dissolved hydrocarbons influenced by oxygen‐limited biodegradation: 1. Theoretical development , 1986 .

[9]  E. Sudicky,et al.  Simulation of biodegradable organic contaminants in groundwater. 1. Numerical formulation in principal directions. , 1990 .

[10]  C. S. Simmons,et al.  Stochastic-Convective Transport with Nonlinear Reaction: Biodegradation With Microbial Growth , 1995 .

[11]  Z. Xin The fluid-dynamic limit of the Broadwell model of the nonlinear Boltzmann equation in the presence of Shocks , 1991 .

[12]  P. Lax Hyperbolic Systems of Conservation Laws and the Mathematical Theory of Shock Waves , 1987 .

[13]  F. Molz,et al.  Simulation of Microbial Growth Dynamics Coupled to Nutrient and Oxygen Transport in Porous Media , 1986 .

[14]  P. Bedient,et al.  Transport of dissolved hydrocarbons influenced by oxygen-limited biodegradation , 1986 .

[15]  Albert J. Valocchi,et al.  Analytical approximation of biodegradation rate for in situ bioremediation of groundwater under ideal radial flow conditions , 1998 .

[16]  J. Xin,et al.  Stochastic analysis of biodegradation fronts in one-dimensional heterogeneous porous media , 1998 .

[17]  G. Papanicolaou,et al.  The fluid‐dynamical limit of a nonlinear model boltzmann equation , 1979 .

[18]  C. D. Levermore,et al.  Hyperbolic conservation laws with stiff relaxation terms and entropy , 1994 .