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Sustainability Engineering and Green Chemistry
Global sensitivity analysis to characterize operational limits and prioritize performance goals of capacitive deionization technologies Steven Hand, Xia Shang, Jeremy S. Guest, Kyle Christopher Smith, and Roland D. Cusick Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.8b06709 • Publication Date (Web): 01 Mar 2019 Downloaded from http://pubs.acs.org on March 4, 2019
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Environmental Science & Technology
Global sensitivity analysis to characterize operational limits and prioritize performance goals of capacitive deionization technologies
Steven Hand1, Xia Shang2, Jeremy S. Guest1, Kyle C. Smith2,3,4,5, and Roland D. Cusick1*
1 2
Department of Civil and Environmental Engineering
Department of Mechanical Science and Engineering 3
4
Department of Materials Science and Engineering
Beckman Institute for Advanced Science and Technology 5
Computational Science and Engineering Program
University of Illinois at Urbana-Champaign, Urbana, IL 61801-2352
*Corresponding author 3217 Newmark Civil Engineering Laboratory 205 North Mathews Avenue Urbana, IL 61801-2352 E-mail:
[email protected]; Phone: +1 (217) 244-6727
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Abstract
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Capacitive deionization (CDI) technologies couple electronic and ionic charge
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storage, enabling improved thermodynamic efficiency of brackish desalination by
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recovering energy released during discharge. However, insight into CDI has been
5
limited by discrete experimental observations at low desalination depths (Δc, typically
6
reducing influent salinity by 10 mM or less). In this study, the performance and
7
sensitivity of three common CDI configurations (standard CDI, membrane CDI [MCDI],
8
and flowable electrode CDI [FCDI]) were evaluated across the operational and material
9
design landscape by varying eight common input parameters (electrode thickness,
10
influent concentration, current density, electrode flow rate, specific capacitance, contact
11
resistance, porosity, and fixed charge). All combinations of designs were evaluated for
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two influent concentrations with a calibrated and validated 1-D porous electrode model.
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Sensitivity analyses were carried out via Monte Carlo and Morris methods, focusing on
14
six performance metrics. Across all performance metrics, high sensitivity was observed
15
to input parameters which impact cycle length (current, resistance, and capacitance).
16
Simulations demonstrated the importance of maintaining both charge and round-trip
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efficiencies, which limit the performance of CDI and FCDI, respectively. Accounting for
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energy recovery, only MCDI was capable of operating at thermodynamic efficiencies
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similar to reverse osmosis.
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Graphical Abstract:
CDI Design Space MCDI
28 29 30 31
FCDI
Normalized Value [0-1]
1
0.5
0 SAC
ENAS
2
CE
2RTE
2T
1. Introduction
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Capacitive deionization (CDI) is an electrochemical desalination technology which
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has been investigated as an energy efficient alternative to reverse osmosis (RO) and
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electrodialysis (ED) for low salinity or brackish waters.1–5 In CDI, porous carbon
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electrodes are polarized during charging, removing and storing ions from solution in
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electrical double layers (EDLs), depending on the degree of polarization.1,6,7 Unlike RO
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and ED, a portion of the applied energy during charging can be directly recovered as
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electrical energy during discharge/brine generation.8,9 In theory, all input energy apart
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from the thermodynamic minimum energy of separation should be recoverable. In
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practice, parasitic side reactions, low charge efficiency, and electronic/ionic resistance
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limit energy recovery.6,9–11
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In order to achieve efficient desalination, several operational, material, and
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architectural variations of CDI have been proposed. CDI has been operated in multiple
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charging modes, most notably constant current (CC) or constant voltage (CV)8,12,13. In
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order to recover energy, CDI systems must be discharged at non-zero cell voltages, which
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is typically achieved through CC operation.8 However, CC operation often exhibits lower
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charge efficiency (the ratio of charge applied to equivalents of salt removed) than CV
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operation.13 The lower charge efficiency of CC operation is due partially to brine/product
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water half-cycle overlap.6,14,15 This effect has been directly characterized as flow
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efficiency by Hawks et al.,15 and has been shown to substantially impact CDI performance
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in shorter charging cycles (higher applied current).
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Similar to operational variations, modifications to cell architecture and design have
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been proposed to improve CDI performance, such as membrane capacitive deionization
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(MCDI),2,9,13,16,17 flowable electrode capacitive deionization (FCDI),16,18–22 and modified
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carbons with fixed charge.23,24 In MCDI architectures ion exchange membranes (IEMs)
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are added which separate the electrodes from the flow channel to be desalinated. By
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trapping co-ions behind IEMs during charging/discharging, MCDI systems improve
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charge efficiency and reduce the macropore depletion seen in traditional CDI.17,25 As
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opposed to incorporating IEMs, immobilizing fixed charge on the surface of treated
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carbons has been shown to reduce co-ion repulsion and promote additional counter-ion
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adsorption in the micropores.23,26 Lastly, in order to achieve greater desalination depth,
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flowable carbon slurries have been substituted for stationary electrodes in FCDI (typically
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in combination with IEMs to provide a barrier between the flowable electrodes and
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treatment stream).
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While MCDI and FCDI have been advantageous over CDI under certain
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conditions, there has been little investigation of their comparative performance across the
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CDI design space. By utilizing flowable electrodes, FCDI is capable of decoupling
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electrode geometry and carbon loading, but flowable electrodes are typically limited by
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higher overall resistance than stationary electrodes.27–29 The expectedly poor energetic
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performance of FCDI has received little evaluation as few studies have reported the
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energetic performance of FCDI.21,22 Conversely, many studies have found that MCDI
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outperforms CDI in both in desalination and energy consumption, but few studies have
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evaluated the thermodynamic efficiency of MCDI for comparison with other desalination
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technologies.4,9,17,30 Notably, Hemmatifar et al.4 have shown thermodynamic efficiency
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(ηT) calculated for previous studies to be limited by low desalination depth typically seen
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in CDI experiments (typically less than Δc = 10 mM).
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In this study, the performance and sensitivity of three common CDI configurations
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(standard CDI, MCDI, and FCDI) were evaluated with a calibrated and validated 1-D
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porous electrode model across operational and material design landscape. Simulations
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were operated at a fixed effluent concentration necessary for practical treatment of
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brackish water (total dissolved solids concentration of 500 mg L-1). The performance of
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CDI, MCDI, and FCDI were investigated using thermodynamic efficiency and five other
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common performance metrics while varying eight common operational and material
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parameters. Operational tradeoffs were explored to identify conditions for optimal
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desalination with capacitive materials (Fig. 1). Lastly, we examine the impacts of
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increasing water recovery on thermodynamic efficiency.
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INPUTS Operational
Architecture
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OUTPUTS Material SAC
Electrode Thickness
Specific Capacitance
Influent Concentration
Contact Resistance
IEMs
CDI
Ω
ENAS ηCE
MCDI Porosity Current Density
NH3+ NH3+
FCDI
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ASAR
Electrode Flow Rate
COO-
ηRTE
COO-
Fixed Charge
ηT
89 90 91
Figure 1: Conceptual flow diagram for system configurations and design variables investigated. Input ranges and distributions were determined from reported values in literature.
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2. Materials and Methods
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2.1 CDI, MCDI, and FCDI Models
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In all architectures, ion removal was simulated with a 1-D porous electrode model
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in a single cell composed of a flow channel and two symmetrically sized carbon electrodes
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(0.41 g of carbon fixed in CDI/MCDI and flowing in FCDI) as described in Shang et al.6 In
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order to constrain the effluent concentration across all runs, the cell was operated at
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constant current under concentration threshold pulsed flow, in which individual aliquots
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of water are desalinated until the target effluent concentration is reached and another
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aliquot is flown into the cell for desalination. Diffusion and migration transport processes
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within dilute NaCl solution were assumed to occur with equal diffusion coefficients for
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cations and anions using the model described in our previous work6 that also utilizes the
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amphoteric Donnan model23 for ion electrosorption. We refer the reader to our previous
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study for equations and boundary conditions governing the salt concentration and
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potential distributions within porous electrodes and flow channels.6 All simulations were
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initialized with uniform concentration across the cell, and zero electronic charge density
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in the electrodes. Leakage current associated with parasitic reactions was incorporated
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into CDI simulations but not in FCDI/MCDI where leakage current which is typically far
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lower due to the presence of IEMs.31 Faradaic reaction parameters were not varied in
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simulations and were previously fitted for CDI (see Shang et al.6 for additional details
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regarding parameter fit). All simulated CDI cells were allowed to reach a limit cycle (ten
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cycles were sufficient to reach steady-state in all architectures) and operated with the
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same total carbon loading regardless of geometry or electrode thickness.
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In order to model MCDI cells, the CDI model was modified to include ideally
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permselective IEMs (i.e., only allowing transport of counter-ions) as has been previously
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reported.32–34 Following Refs. 33 and 34 we enforce this condition using the following
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Neumann boundary condition on the salt concentration field derived from the dilute
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solution Nernst-Planck fluxes from cations and anions33,34: ())
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−𝐷$%&' ∇𝑐( = 𝚤 𝑡/,1 − 𝑡(,1
𝐹.
(1)
())
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Here 𝐷$%&' is the effective diffusion coefficient of salt (which is the harmonic mean of cation
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and anion effective diffusivities35 and is also adjusted from bulk values to account for
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porosity and tortuosity6), 𝑐( is salt concentration in the electrolyte, 𝐹 is Faraday’s constant,
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𝚤 is the ionic current density in the electrolyte, 𝑡/,1 is the cation transference number in
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the IEM of interest, and 𝑡(,1 is the cation transference number in the electrolyte. For the
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present ideally permselective IEMs 𝑡/,1 = 1 and 𝑡/,1 = 0 for cation- and anion-selective
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IEMs, respectively. For the present simulations we assume symmetric anion and cation
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diffusivity such that 𝑡(,1 = 1/2. Across each membrane we account for membrane
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potential due to Donnan exclusion and diffusion effects following Refs. 33, 34 and 67: ;
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ϕ:( − ϕ( = 1 − 2𝑡/,1 :/;
:/;
𝑅𝑇 ; 𝑙𝑛 𝑐(: 𝑐( , 𝐹
2
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Here ϕ(
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electrolyte on side 𝑖 or side 𝑗 of a certain IEM, 𝑇 is temperature, and 𝑅 is the universal
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gas constant.
and 𝑐(
are the electric potential and salt concentration, respectively, in the
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Calibration and validation of simulated CDI system has been previously reported.6
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Briefly, individual model parameters were determined experimentally or were derived
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from the literature. Four parameters (Stern-layer capacitance, fixed charge on the positive
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electrode, exchange current density for oxygen reduction, and effective surface area for
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faradaic reactions) were used to calibrate fit. The addition of IEMs in simulated MCDI
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system operation was experimentally validated with cell parameters taken from previous
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CDI calibration and electrochemical impedance spectroscopy (EIS) characterization of
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resistances (Fig. S1 and Table S1; for additional details on experimental validation of
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MCDI, see Supporting Information Section 2). Flowable electrodes in FCDI were modeled
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as pulsed-flow in which an aliquot of slurry was flowed into the electrode channels at set
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frequency/residence time. The pulse was collected in a reservoir that was completely
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mixed before another aliquot returned to the electrode channel, analogous to isolated
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closed-cycle (ICC) operation of FCDI previously described (Fig. S2).21
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2.2 Performance metrics
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Several metrics have been proposed to evaluate CDI performance including salt
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adsorption capacity (SAC), average salt adsorption rate (ASAR), charge efficiency (λ or
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ηCE), and round-trip efficiency/energy recovery (ηRTE).1,9,36,37 Because separation
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conditions vary significantly between RO and CDI, most notably desalination depth (Δc,
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the difference between influent and effluent concentration), it is critical to develop metrics
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which allow for direct comparison between desalination technologies. Two of the more
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relevant metrics for more direct comparison of desalination technologies are energy-
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normalized adsorbed salt (ENAS)10,14 and thermodynamic efficiency (ηT)4,9, both of which
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quantify salt removal per unit of input energy. However, while thermodynamic efficiency
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provides a measure of how efficiently a separations process performs at given conditions
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it does capture productivity or throughput. As recently proposed,38 volumetric energy
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consumption (Ew) provides a means of evaluation energy consumption with respect to
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water production.
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Salt adsorption capacity (SAC) was calculated as the mass of NaCl (as mg-NaCl)
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removed during charging normalized to the total carbon loading in the system (as g-
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carbon).1 Similarly, average salt adsorption rate (ASAR) was measured as the mass of
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NaCl removed during charging normalized to the total carbon loading in the system and
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divided by the total length of the cycle (charging + discharging time length).1,36 Energy
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normalized adsorbed salt was calculated as the salt removed during charging (as µmol-
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NaCl) normalized to the energy input during charging (as J).10 Charge efficiency (ηCE)
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was calculated as the ratio of moles of NaCl removed during charging to the equivalents
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of charge passed during charging.1 Round-trip efficiency (ηRTE) was calculated as the ratio
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of energy released during discharge to energy input during charging.9 Lastly,
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thermodynamic efficiency (ηT) was calculated as the thermodynamic minimum or Gibbs
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free energy of separation divided by the input energy during desalination. All energetic
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values were calculated without considering energy recovery during discharge unless
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otherwise stated.4,9 When evaluating water recovery, the brine concentration ratio was
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defined as the ratio of brine to effluent concentration. (Detailed equations for all evaluation
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metrics can be found in Supporting Information Section 3).
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2.3 Design landscape
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Eight material (specific capacitance, contact resistance, porosity, and carbon fixed
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charge) and operational variables (electrode thickness, influent concentration, current
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density, and flowable electrode flow rate for FCDI) were investigated to measure output
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sensitivity for all architectures (Fig. 1 and Table S2). In order to simulate energy recovery
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during operation, all simulations were conducted at constant current. The cell voltage limit
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for each simulation was fixed at 1.2 V. All other cell parameters (including total electrode
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mass, carbon conductivity, IEM resistance, diffusion coefficients, etc.) were kept constant
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during simulations (Table S1). In order to evaluate performance under practical
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desalination depths necessary for treating brackish water to potable standards, the
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effluent concentration was constrained to 8.5 mM. All architectures were tested at two
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influent concentrations (50 and 25 mM) and two electrode thicknesses (300 and 150 µm)
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for a total of four conditions (50 mM/300µm 25mM/300µm, 50mM/150µm, and
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25mM/150µm).
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2.4 Sensitivity analyses
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The eight material and operational inputs were evaluated via Monte Carlo
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simulation with Latin hypercube sampling (LHS) from uniformly distributed probability
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functions determined from the literature (Table S2). At least 1,000 simulations were run
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for each of the four influent concentration/electrode thickness conditions and three
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architectures (totaling 12,000 individual trials). The correlation between input parameters
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and performance metrics were evaluated using Spearman’s rank correlation coefficients.
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Additional sensitivity analysis was conducted via the Morris method39 with 4,000
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simulations for each of the four conditions across all architectures, totaling 16,000
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simulations across all architectures/conditions. The mean of absolute elementary effects,
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µ*, and standard deviation, σ, were calculated per Campolongo et al.’s revised method.40
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3. Results and Discussion
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The raw data outputs of CDI, MCDI, and FCDI from model simulations (totaling
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12,000 individual trials) were evaluated for common desalination and energetic
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performance metrics, which were individually normalized to a linear scale between 0
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(minimum value achieved across all trials) and 1 (maximum value achieved across all
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trials). While relative performance was typically clustered together according to cell
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architecture (CDI, MCDI, and FCDI), notable variance was observed in individual metrics
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for each architecture. In the absence of IEMs, changes in material and operational inputs
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produced high charge efficiency variance in CDI (Fig. 2). The most uniform distribution of
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performance for all architectures was seen in round-trip and thermodynamic efficiency
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because these metrics are significantly affected by operational inputs (current and
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resistance) as opposed to architectural differences. Broadly, these trends are due to a
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combination of the performance tradeoffs associated with cell geometry and confounding
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effects between individual operational and material inputs. Specific tradeoffs in
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performance can be clearly observed in the inverted simulated run distribution between
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ASAR (which is governed by current density) and ENAS/SAC (which is dependent on
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multiple operational and material inputs). These results highlight that architecture will
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constrain performance in terms of salt removal and energy efficiency within specific limits,
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while operational and material parameters principally serve to change the performance
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of individual systems within their respective performance spaces. Specifically, CDI
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desalination efficiency is limited by low charge efficiency and FCDI is limited by low round
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trip efficiency, regardless of changes in operation.
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Normalized Value [0-1]
229
230 231 232 233 234 235 236 237 238 239
1 MCDI
0.5
FCDI CDI
0 SAC
ASAR
ENAS
2CE
2RTE
2T
Figure 2: Raw data outputs of CDI, MCDI, and FCDI model simulations (totaling 12,000 individual trials) treated to produce common desalination and energetic performance metrics. Each line represents the performance output for a single randomized trial. Performance metrics were individually normalized to the minimum and maximum value for the total set of CDI (grey), MCDI (blue), and FCDI (red) trials. For example, the trials with normalized SAC values of 0.5 correspond SAC halfway between the minimum and maximum observed SAC. Quantiles of each performance metric are collated by architecture, electrode thickness, and influent concentrations in Figure 3 and summarized in Table S3.
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3.1 Impact of design and operation on salt adsorption capacity
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influent concentrations and electrode thicknesses (Fig. 3). The difference in MCDI and
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CDI or FCDI SAC was found to be significant via two-sample t-test at probability value