Elsevier

Water Research

Volume 45, Issue 5, February 2011, Pages 2082-2094
Water Research

CFD investigation of turbulence models for mechanical agitation of non-Newtonian fluids in anaerobic digesters

https://doi.org/10.1016/j.watres.2010.12.020Get rights and content

Abstract

This study evaluates six turbulence models for mechanical agitation of non-Newtonian fluids in a lab-scale anaerobic digestion tank with a pitched blade turbine (PBT) impeller. The models studied are: (1) the standard kɛ model, (2) the RNG kɛ model, (3) the realizable kɛ model, (4) the standard kω model, (5) the SST kω model, and (6) the Reynolds stress model. Through comparing power and flow numbers for the PBT impeller obtained from computational fluid dynamics (CFD) with those from the lab specifications, the realizable kɛ and the standard kω models are found to be more appropriate than the other turbulence models. An alternative method to calculate the Reynolds number for the moving zone that characterizes the impeller rotation is proposed to judge the flow regime. To check the effect of the model setup on the predictive accuracy, both discretization scheme and numerical approach are investigated. The model validation is conducted by comparing the simulated velocities with experimental data in a lab-scale digester from literature. Moreover, CFD simulation of mixing in a full-scale digester with two side-entry impellers is performed to optimize the installation.

Research highlights

►Evaluate six turbulence models for mechanical agitation of non-Newtonian fluids in anaerobic digesters, and validate the simulated velocities against the experimental data in a lab-scale digester. ►Develop an alternative method that calculates Reynolds number for the moving zone to judge the flow regime in the whole tank, and check the effects of discretization scheme and numerical approach on the predictive accuracy. ►Perform CFD-based optimum installation of impellers for mixing in a full-scale digester with two side-entry impellers.

Introduction

Anaerobically digesting organic waste is an economical solution to the pressing concerns of the environment and utilizing sustainable energy. Mixing is an important operation that homogenizes anaerobic bacteria, nutrients, and temperature throughout the digester to maximize biogas production. The common mixing methods involve the use of gas mixers, mechanical stirring, and mechanical pumping, among which the mechanical stirring has proven to be the most efficient method in terms of mixing intensity per unit power consumption (Wu, 2009, Wu, 2010b). With the exception of highly viscous fluids mixed at a low impeller speed, mixing in the digesters always creates turbulence. When using computational fluid dynamics (CFD), choosing an appropriate turbulence model is critical to characterize the flow fields. Generally, the approaches involved in modeling turbulence are direct numerical simulation (DNS), large eddy simulation (LES), and the eddy viscosity models. Both the DNS and LES are too computationally expensive for most engineering applications despite the fact that the DNS provides the best solution to turbulent flow and the LES shows a high accuracy in capturing large-scale chaotic structures. By contrast, an economic approach is to solve an eddy viscosity model that is based on the Reynolds-averaged Navier–Stokes (RANS) equations with a turbulence closure.

Among a large family of turbulence closures (zero-, one-, and two-equation, etc.), the standard kɛ model has been the most popular one used to simulate mixing (Sahu et al., 1999, Alexopoulos et al., 2002, Chapple et al., 2002, Pruvost et al., 2004, Kukukova et al., 2005, Mostek et al., 2005, Deglon and Meyer, 2006, Vakili and Nasr Esfahany, 2009). Sahu et al. (1999) introduced a zonal modeling method to predict mixing by five different axial-flow impellers in a tank. They claimed that predictions of the turbulent kinetic energy (k) closely match the laser Doppler anemometry (LDA) measurements, and proposed a new method to estimate the turbulent energy dissipation rate (ε). Alexopoulos et al. (2002) developed a two-compartment model to simulate the turbulent flow in a pilot plant reactor by varying vessel size, impeller diameter, agitation rate, and viscosity. The model validation was conducted in a non-homogeneous liquid–liquid dispersion process, and an excellent agreement was obtained between predicted and measured values on the droplet size distributions over a wide range of experimental conditions. Chapple et al. (2002) reported that the power number is independent of the blade thickness and stays constant for Re > 2 × 104 while mixing with a pitched blade turbine (PBT) impeller via the LDA validation. Pruvost et al. (2004) assessed the standard kω model for a marine impeller in a torus reactor by comparing the CFD predictions with the LDA data. Kukukova et al. (2005) and Mostek et al. (2005) simulated the flow fields and homogenization in cylindrical vessels with multiple impellers on a central shaft to check the velocity profiles, power and pumping numbers, in which the PBT and standard Rushton turbine (RT) impellers were used. The simulated results were shown to closely agree with the experiments from the literature. Deglon and Meyer (2006) numerically investigated mixing by a RT impeller in a 15 cm diameter tank. Their studies showed that the standard kɛ model solved with the multiple reference frame (MRF) method can accurately predict the turbulent kinetic energy, provided very fine grids (nearly 2 million control volumes for half of the tank) are coupled with a higher-order discretization scheme. However, the results indicated that the flow field and mean fluid velocity predictions are not strongly influenced by either the grid resolution or the discretization scheme. Vakili and Nasr Esfahany (2009) studied the effects of agitator speed, impeller diameter, baffle width and impeller clearance on turbulent flow field in the tank with a two-blade impeller and four baffles. The model calculations were validated against the specifications in an unbaffled tank reported by Alexopoulos et al. (2002).

Despite the wide and intense utilization of the standard kɛ model, the model has deficiencies such as poorly simulating non-equilibrium boundary layers. Thus, examination of the other turbulence models remains an active topic of CFD research (Jaworski et al., 1998, Jaworski and Zakrzewska, 2002, Aubin et al., 2004, Murthy and Joshi, 2008). Jaworski et al. (1998) applied the RNG (renormalization group) kɛ model to simulate mixing by a hydrofoil impeller in a cylindrical tank, and obtained a good agreement of numerical predictions with the LDA velocity data. Later, Jaworski and Zakrzewska (2002) checked six turbulence models involving the standard kɛ, the RNG kɛ, the realizable kɛ, the Chen–Kim kɛ, the optimized Chen–Kim kɛ, and the Reynolds stress model (RSM) in a flat-bottomed tank with a PBT impeller and four baffles. They compared the simulated tangential and axial mean velocity components as well as the turbulence kinetic energy with LDA data for the wall jet region in the tank, and concluded that (1) the tangential velocity was irrespective of the turbulence model, (2) the axial velocity was well predicted using the standard kɛ and the optimized Chen–Kim kɛ models, and (3) the turbulent kinetic energy was significantly under-predicted by all the turbulence models. Aubin et al. (2004) studied the effects of the standard kɛ and the RNG kɛ models on the numerical solution in a tank stirred by a PBT impeller, and showed that these two models under-predict the k value in the discharge jet of the impeller through the comparison of simulated and LDA results. Murthy and Joshi (2008) conducted an extensive review of the LES, and evaluated the standard kɛ model, RSM and LES for five different impellers. The validation of the mean axial, radial and tangential velocities along with the turbulent kinetic energy revealed that the LES performs well for predicting all the flow variables.

The research cited above has been done with the assumption of Newtonian fluids. Thus far, only a few studies have been published on non-Newtonian fluid mixing (Cumby, 1990, Kelly and Gigas, 2003, Dular et al., 2006, Bakker et al., 2009, Wu, 2009, Wu, 2010a, Wu, 2010b, Wu, 2010c). Cumby (1990) studied the effects of non-Newtonian characteristics of agricultural slurries on the impeller performance and compared various expressions for scale-up of impellers. Kelly and Gigas (2003) used the LDA to verify a CFD flow model for a shear-thinning fluid near an impeller in a tank, and presented the power number as the function of the Reynolds number defined by Metzner and Otto (1957) and the power-law index under laminar flow conditions. Dular et al. (2006) evaluated the capability of numerical simulation to predict the laminar flow of the carboxymethyl cellulose (CMC) power-law fluid stirred by a six-bladed vane impeller and checked the flow characteristics against the LDA measurements. Bakker et al. (2009) investigated agitation of Herschel–Bulkey fluids by a PBT impeller, and declared that the shear–stress transport (SST) kω model is more suitable than the standard kω model to predict turbulent mixing. Wu, 2009, Wu, 2010a performed CFD simulations of mechanical mixing in anaerobic digesters employing the realizable kɛ model, in which the liquid manure was assumed to be water or a non-Newtonian fluid that is dependent on the total solids (TS) concentrations. The predicted power and flow numbers of an impeller were validated against the lab specifications. A key issue that arises here is whether the realizable kɛ model is the most appropriate for simulating anaerobic digestion mixing by mechanical impellers. Subsequently, Wu, 2010b, Wu, 2010c examined twelve turbulence models for single phase and two-phase fluid flow in a pipe, and reported that the SST kω model and the standard kω model could be used to simulate gas mixing and mechanical pumping in anaerobic digesters, respectively. Until now, no research is available to evaluate turbulence models for mechanical agitation of non-Newtonian fluids in the digesters.

Section snippets

Objectives

The focus of this study is on examining six RANS-based two-equation turbulence models for anaerobic digestion mixing by mechanical agitators. The specific objectives of this study are to:

  • 1.

    Develop a numerical model that describes mechanically stirring non-Newtonian fluids in anaerobic digesters;

  • 2.

    Evaluate each turbulence model by comparing power and flow numbers from CFD with those from the lab specifications;

  • 3.

    Predict the Reynolds number for the moving zone that characterizes the impeller rotation

Model development

The mathematical model that describes mechanical agitation of non-Newtonian fluids in anaerobic digesters was developed based on the following assumptions:

  • The digestion temperature is constant at 35 °C, and water or a non-Newtonian fluid is isothermal and incompressible;

  • The manure slurry exhibits non-Newtonian pseudo-plastic fluid behavior when TS  2.5%;

  • The model is single phase, in which gas bubble–liquid phase-interaction due to the biogas production is negligible.

Results and discussions

The RANS-based turbulence models consist of one-equation (k), two-equation (kɛ or kω), the RSM, etc. It should be mentioned that there are many low-Reynolds-number kɛ models in which the transport equations are solved through the boundary layer using a fine near-wall mesh. In the author’s previous research (Wu, 2010b), it has been shown that using a low-Reynolds-number kɛ model has a high computing cost even though it is superior to the other two-equation models in anaerobic digestion

Conclusions

The following conclusions are based on the results obtained from this study:

  • 1.

    Of the six turbulence models (standard kɛ, RNG kɛ, realizable k-ε, standard kω, SST kω, and Reynolds stress model) used to predict mechanical agitation of non-Newtonian fluids at six TS levels, the standard kω and the realizable kɛ models are highly recommended.

  • 2.

    If the value of Ks for agitating non-Newtonian fluids by an impeller is unavailable, the Reynolds number calculated from the moving zone is a conservative

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