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Modeling

Computational Biology provides us insight on how to apply experimental data to real world applications!

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MODELING

Our models aim to facilitate the implementation of the two nanoparticle (NP) trapping aspects of our project:
  1. Proteorhodopsin (PR)-expressing bacteria to trap citrate-coated NPs
  2. Biofilm-coated biocarriers to trap all other NPs
Using variables which are common to any wastewater treatment plant (WWTP)--such as NP concentration, flow rate, and water retention time in each tank--we can determine the amount of bacteria or surface area of biofilm needed to reduce NP concentration in the treated effluent to a desired value.

INTRODUCTION

We aim to implement our NP trapping systems in different steps of the wastewater treatment process. There are several factors that will affect the NP trapping efficiency for the proteorhodopsin (PR) bacteria and biofilm models. Our PR bacteria would be added to aeration tanks, where water movement is fast and turbulent, while our biofilm (attached to biocarriers), would be placed in the clarifier or sedimentation tanks, where water movement is calmer to prevent biofilm detachment.

Due to the lack of literature on our proposed NP-trapping techniques using PR and biofilm, experimental trials and our prototype design were integral to the modeling process. Experimental trapping rates from our prototype were used to fit our model to the current trapping abilities of our PR construct (BBa_K2229400) and our biofilm construct (BBa_K2229300). After experimentally determining the rate constants for our PR bacteria and biofilm constructs, the mathematical models can be used to determine two objectives, given an initial NP concentration and a final target NP concentration.

Objective 1: What PR bacteria concentration is needed in the aeration tanks?

Objective 2: How many biofilm-coated biocarriers are needed in the secondary sedimentation tank?

PROTEORHODOPSIN TRAPPING MODEL

Proteorhodopsin and citrate binding modeled as a ligand-receptor interaction

To model the binding of PR bacteria to CC-NPs, we used a coarse-grained model for ligand-receptor interaction (Ruiz-Herrero et al. 2013). The model is based on the chemical interaction between a freely diffusing ligand L (nanoparticle), and a cell membrane receptor R (PR bacteria), which combine to form a complex C (nanoparticle-loaded PR bacteria) in the following reaction scheme:

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Figure 3-1 Reaction scheme for PR bacteria and nanoparticles. Our bacteria (L) and nanoparticles (R) bind with the affinity rate k(on) to form the complex C. Conversely, starting with the complex C, nanoparticles fall off bacteria with the dissociation rate k(off). Figure: Justin Y.

where kon is the binding rate constant of our PR bacteria to CC-NPs and koff is the rate constant of NPs dissociating from PR bacteria. L, R, and C are all functions of time because our PR bacteria binds to NPs over time, which decreases the concentration of free NPs and available bacteria while increasing the concentration of NP-loaded PR bacteria. Therefore, we can use the following differential equation to model the progression of NP trapping over time by our PR bacteria:

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Equation 1: Binding and Dissociation Model

To determine the kon and koff rate constants, we fit our model to match experiments (figures 3-3 and 3-4) that show a decrease in CC-AgNPs when mixed with a known concentration of our PR bacteria (Bba_K2229400). Determining kon and koff rate constants will enable us to use equation 1 and inform WWTPs what concentration of PR bacteria is needed to treat their tanks given a starting NP concentration and desired final NP concentration. Below, we will explain how we obtained both the kon and koff rate constants.

Determining NP binding rate (kon) and dissociation rate (koff) constants using experimental data

Binding-Only Model (kon only)

We first determined kon while assuming a best-case scenario where NPs do not fall off of PR once they bind, which means that kon is zero. Thus, our initial model can be described with the following equation:

Equation 2: Binding-Only Model

Since the time-dependent functions [L] and [R] for binding between PR bacteria and citrate NP are unknown in literature, we used finite-difference methods (FDM) to model this equation. (Click here to learn more about how we used FDM!)

We obtained kon, the binding rate constant, from experimental data where CC-AgNPs were mixed with a known concentration of our PR bacteria (BBa_K2229400) (Figure 3-2 and 3-3 below).

Figure 3-2 The binding rate k(on) for our PR bacteria was determined experimentally. A known concentration of our PR bacteria (BBa_K2229400) was mixed with a known concentration of citrate-capped AgNPs, and the decrease in nanoparticle concentration over 5 hours was measured. By inputting the known bacteria and nanoparticle concentrations, we fitted our model to our experimental data to find k(on). Figure: Justin Y.

Figure 3-3 Experiment: Justin Y

Binding and Dissociation Model (kon and koff)

Figure 3-4

CC-NP Trapping by PR Bacteria Calculator

We developed two calculators to help WWTPs use our PR bacteria to clean up CC-NPs. Calculator 1 allows WWTPs to input their NP concentration, their target NP concentration, and the time water spends in the tank to determine the initial PR bacteria concentration they need to add.

Initial NP Concentration (micromolar)
Target NP Concentration (micromolar)
Retention Time (the amount of time water stays in the tank, hours)
Initial Bacteria Concentration Needed (# of bacteria/microliter):    

Calculator 2 allows WWTPs to input their NP concentration, PR bacteria concentration they plan to add, and the time water spends in the tank to determine the final NP concentration of the water leaving the tank.

Initial NP Concentration (micromolar)
Initial Bacteria Concentration (# of cells/microliter)
Amount of time that can be used for the process (hours)
Resulting NP Concentration (micromolar):    

Example Application of Completed Model

In Figure 3-5 below, we used our Binding and Dissociation model to determine the trapping of CC-NP concentration over time by our PR bacteria using the kon and koff values above (3.5×10-7 µL cells-1 hr-1 and 0.32 hr-1 respectively) and time intervals of 0.1 hours (click here to learn why).

Figure 3-5

In this example, the initial conditions of L and R were set to the same values as our experimental trial, which means that [NP] = 1.078 µM and [PR bacteria] = 569600 cells/µL. Under these conditions, our model predicts that NP concentration after 5 hours is 0.693 µM (the percent difference of our modeled value from our experimental value (0.708 µM) is 2.19%). WWTPs can obtain a graph like this one by inputting the variables specific to their treatment plant, such as initial NP concentration and how much time water spends in the tank.

Calculation Explanations for FDM and RMSE

Finite-Difference Method (FDM) Explanation

Minimizing Root Mean Square Error (RMSE) to find kon and koff

BIOFILM TRAPPING MODEL

Evaluating the trapping rate through the change in substrate concentration and volumetric flow rate

Determining the significance of different factors

Surface Area

Example Application

Initial volume of clarifier tank (L)
Final volume of clarifier tank (L)
Initial concentration of NP in tank (micromolar)
Targeted final concentration on NP in tank (micromolar)
Vertical velocity of water (or velocity of water in contact with biofilm, cm/min)
Time for biofilm to be in contact with NP solution (minutes)
Surface area of biofilm needed (cm2):    

REFERENCES

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