• Nenhum resultado encontrado

Electrodialytic phosphorus recovery from sewage sludge ash under kinetic control

N/A
N/A
Protected

Academic year: 2021

Share "Electrodialytic phosphorus recovery from sewage sludge ash under kinetic control"

Copied!
38
0
0

Texto

(1)

Accepted Manuscript

Electrodialytic phosphorus recovery from sewage sludge ash under kinetic control Maria Villen-Guzman, Paula Guedes, Nazaré Couto, Lisbeth M. Ottosen, Alexandra B. Ribeiro, Jose M. Rodriguez-Maroto

PII: S0013-4686(18)31799-7 DOI: 10.1016/j.electacta.2018.08.032 Reference: EA 32466

To appear in: Electrochimica Acta Received Date: 1 June 2018 Revised Date: 7 August 2018 Accepted Date: 7 August 2018

Please cite this article as: M. Villen-Guzman, P. Guedes, Nazaré. Couto, L.M. Ottosen, A.B. Ribeiro, J.M. Rodriguez-Maroto, Electrodialytic phosphorus recovery from sewage sludge ash under kinetic control, Electrochimica Acta (2018), doi: 10.1016/j.electacta.2018.08.032.

This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.

(2)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Electrodialytic phosphorus recovery from sewage sludge ash under

1

kinetic control

2

Maria Villen-Guzman∗∗∗∗a, Paula Guedesb, Nazaré Coutob, Lisbeth M. Ottosenc, Alexandra

3

B. Ribeirob, Jose M. Rodriguez-Marotoa

4

a

Department of Chemical Engineering, University of Malaga, Campus de Teatinos, 5

29071-Málaga, Spain, Tel: +34 952131915, Fax: +34 952132000, e-mail: 6

[email protected] 7

b

CENSE, Faculdade de Ciências e Tecnologia, Universidade NOVA de Lisboa, Campus de 8

Caparica, 2829-516 Caparica, Portugal, Tel: +351 212948300, e-mail: [email protected] 9

c

Department of Civil Engineering, Technical University of Denmark, 2800 Lyngby, 10

Denmark, Tel: + 45 45252260, Fax: + 45 45885935, e-mail: [email protected] 11

Abstract

12

A mathematical model for simulating the electrodialytic phosphorus recovery from 13

sewage sludge ash containing heavy metal (Al, Fe, Zn, Cu, Cr, Cd and Ni) is presented. 14

The complex chemical system proposed consists of 46 species including aqueous and 15

solid species. The system setup is modelled as a four compartments: solid, liquid, anode 16

and cathode. In addition to typical phenomena; such as: electromigration of ionic, 17

simple and complex species from the liquid phase to anode and cathode through ionic 18

membranes and diffusion transport; kinetically controlled processes due to non-19

equilibrium between solid phase and bulk liquid have been incorporated. The simulation 20

results clarify the behavior of heavy metal when an electric current is applied which is 21

essential for the scaling-up of the ED technology. 22

(3)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Keywords: Electrodialytic; sewage sludge ash; phosphorus recovery; model; kinetic

23

control 24

Nomenclature

25

Aij = cross-sectional area of transference for ith species between any compartment and

26

jth compartment (cm2) 27

AiS = area of transference between liquid (L) and solid (S) compartments (cm2)

28

Api = particle area (cm2)

29

c1A, c2C = concentration of H+ and OH- in anodic and cathodic compartments (mol·cm-3)

30

cij = concentration of ith species in jth volume element (mol·cm-3)

31

Di = diffusion coefficient of ith species (cm2·s-1)

32

(dci/dy) = gradient of concentration (mol·cm-4)

33

(dE/dy) = gradient of electric potential due to diffusive transport (V· cm-1) 34

F = Faraday´s constant, (96 485 C·mol-1) 35

f1λ1 = effective molar conductivity of proton through the anion-exchange membrane

36

(cm2·Ω-1·mol-1) 37

I = current intensity (A) 38

K = equilibrium constant 39

Ki = coefficient of proportionality between AiS and (MiS)2/3(cm4·mol -2/3)

40

MiS = mass of ith species in the solid compartment (S) (mol·cm-3)

41

ni = number of solid particles of ith species in the solid compartment (S)

42

Ni,j = net mass flux of ith species from any compartment into jth compartment (mol·cm

-43

2

·s-1) 44

(4)

M

AN

US

CR

IP

T

AC

CE

PT

ED

R = ideal gas constant (J·mol-1·K-1) 45

Ri = reaction rate for ith species in the jth volume element (mol·cm-3·s-1)

46

S(x) = function introduced to take into account the different movements of cations and 47 anions. 48 t = time (s) 49 T = temperature (K) 50

t1,am = effective transport number of proton through the anion-exchange membrane

51

ti,am = effective transport number of i anion through the anion-exchange membrane

52

ti,cm = effective transport number of i cation through the cation-exchange membrane

53

VA = volume of electrolyte in anode compartment (cm3)

54

VC = volume of electrolyte in cathode compartment (cm3)

55

Vj = volume of aqueous phase in the jth volume element (cm3)

56

VL= volume of liquid compartment (cm3)

57

Vpi = particle volume (cm3)

58

zi = charge number of ith species

59

η = Faradic efficiency 60

λi = molar conductivity of the ith species (cm2·Ω-1·mol-1) 61 ρi = particle density (g· cm-3) 62 ψi = particle sphericity 63 1. Introduction 64

(5)

M

AN

US

CR

IP

T

AC

CE

PT

ED

The development of new technologies for efficient phosphorus recovery from secondary 65

resources is becoming one of the most important global challenges of the 21st century 66

[1]. This is mainly caused by the decreasing quality of phosphate rock [2], the resource 67

limitations [3] and its volatile prices [4]. 68

Wastewater treatment plants (WWTPs) provide a potential opportunity for P recovery, 69

substituting an important portion of the demand for phosphate rock [5]. The traditional 70

way to valorize the nutrients from WWTPs in agriculture is the direct application of 71

stabilized and dewatered sewage sludge [6]. However, the increasing awareness about 72

contaminants, such as heavy metals, triggers the search for alternatives [7]. 73

Incineration of sewage sludge is one of the studied options since it can reduce the 74

volume and mass generated, energy can be recovered and P is retained and concentrated 75

in the ash (SSA) [8]. As heavy metals in SSA are of great concern due to their potential 76

risk for human health, the development of methods for P recovery is thus needed [9]. 77

Several authors studied the electrodialytic process (ED) for phosphorus recovery from 78

SSA, reporting promising results in the separation of P from the heavy metals [10–14]. 79

This technique, developed at the Technical University of Denmark in 1992 and patented 80

in 1995 (PK95/00209), is based on the combination of the electrokinetic movement of 81

ions in soil with the principle of electrodialysis [15]. ED has been widely studied for 82

different matrices such as treated timber waste [16,17], fly ash [18], mine tailing 83

materials[19], harbour sediments [20,21], municipal wastewater [22,23], and SSA 84

[12,24]. 85

Most published studies about the application of ED are experimentally based studies, 86

reporting results from several contaminants, matrices and operation conditions. These 87

works are essential to know the fundamentals of the technique. However, there is a clear 88

lack of theoretical results obtained by mathematical models. The theoretical research 89

(6)

M

AN

US

CR

IP

T

AC

CE

PT

ED

and the model development aims not only to allow the prediction of experimental 90

results, but also a better understanding of the processes involved to improve and 91

optimize the technique [25–28]. Also, it should be highlighted that the models are 92

essential for the implementation of the electrokinetic technology at large operating 93

scales [29–31]. 94

The present work studies the phosphorus recovery and the heavy metal removal of two 95

different sewage sludge ashes under kinetic control, induced by the combination of 96

chemical and external potential gradients. Moreover, a comparison between 97

experimental and model results is shown. 98

This research extends some studies [32,33], adding the following new features: i) the 99

incorporation of the kinetically controlled processes since the solid phase and bulk 100

liquid are not in equilibrium, ii) the development of an ED modelled system consisting 101

of four compartments applied to SSA containing metals (Al, Fe, Zn, Cu, Pb, Cr, Cd and 102

Ni) incorporating information obtained by chemical characterization, iii) the description 103

of a complex chemical system including 33 aqueous species and 13 solid species and iv) 104

the comparison between experimental and modeling results for both ashes. 105

2. Materials and methods

106

2.1. Ash characterization

107

The two SSAs samples used for this study were collected after incineration at 108

Lynettefaellesskatet, WWTP, located in Copenhagen, Denmark. One immediately after 109

the incineration process, fresh ash (SA) and the other, deposited ash, collected from the 110

disposal site (SB). The samples were stored in closed plastic containers at room 111

temperature until the experiments were carried out. 112

(7)

M

AN

US

CR

IP

T

AC

CE

PT

ED

The determination of Al, Cd, Cu, Cr, Fe, Ni, P, Pb and Zn was carried out according to 113

the DS259 method [34], using an inductive Coupled Plasma-Optical Emission 114

Spectrometer (ICP-OES), Varian 720-ES. 115

The detailed characterization of the sewage sludge ashes samples (SSAs) is given 116

elsewhere [10]. Table 1 summarizes the main physicochemical characteristics, 117

phosphorus and heavy metal content. All metal concentrations are given on a dry weight 118

basis. 119

Please, insert Table 1 120

The disposal condition has influence on the chemical parameters such as water content, 121

pH and loss on ignition. Regarding metal concentration, no important differences are 122

observed for SA and SB. 123

2.2. Electrodialytic experiments

124

The experimental setup, schematically presented in Fig. 1, consists of an ED laboratory 125

cell divided in three compartments with an internal diameter of 8 cm. All the 126

experiments were performed at constant current of 50 mA that was maintained by 127

means of a power supply unit (Hewlett-Packard E3312A). 128

The central compartment, where the SSA samples were placed, was provided with a 129

stirrer to maintain the matrix mixed. In this compartment, the SSA was suspended in the 130

initial solution, H2SO4 (0.08 M), in the ratio of 1:10 (mass:volume).

131

The central compartment, with a length of 10 cm, was separated from both electrode 132

compartments by means of commercial ion exchange membranes (anion exchange 133

membrane (AEM) AR204 SZRA B02249C and cation exchange membrane (CEM) 134

CR67 HUY N12116B). Platinum coated electrodes were used as anode and cathode. 135

The initial catholyte and anolyte solutions were 500 mL of NaNO3 (0.01 M). The pH at

(8)

M

AN

US

CR

IP

T

AC

CE

PT

ED

the electrodes compartments was kept at a constant value of 2 by the manual addition of 137

the necessary amount of 1:1 HNO3 with the aim of increasing species solubility.

138

Please, insert Figure 1. 139

The pH of the electrolytes, pH and conductivity of the central cell, voltage drop and 140

current density were measured during the experiments. The phosphorus and heavy metal 141

content from the samples obtained at the beginning and at the end of each experiment 142

were analysed. 143

At the end of the experiments, once the ashes were separated from the liquid phase, the 144

water content was measured. With the aim of metals recovery, ion exchange membranes 145

and cathode were soaked in HNO3 of different concentration (1 M and 5 M,

146

respectively) for 24 h. SSA, aqueous phases, electrolytes, membranes and cathode after 147

experiments were analysed to quantify phosphorus and heavy metal content. 148

Six ED experiments were performed, three for each kind of SSA (SA and SB), with 149

different duration (3, 7 and 14 days). 150

3. Process simulation and model description

151

The modelled system, schematically presented in Fig. 2, consists of four compartments; 152

the anode (A) and the cathode compartments (C), the solid phase in equilibrium with its 153

associated liquid phase (S) and the completely stirred bulk liquid phase (L) receiving 154

the ions from the solid compartment (S) by diffusion transport. 155

Please, insert Figure 2 156

The initial ash-sulphuric equilibrium process has been simulated using the implemented 157

model and checked by the Visual Minteq code [35]. This allows to establish the initial 158

concentration of soluble species which are ready to be removed from the liquid phase 159

and also the remaining or precipitated solid species to be decontaminated by ED, after 160

(9)

M

AN

US

CR

IP

T

AC

CE

PT

ED

their solubilization and transport. Table 2 shows the solids to be treated during the ED 161

experiments. 162

Please, insert Table 2 163

The model operation consists of two steps: i) the simulation of the kinetic processes, 164

including the transport of chemical species between (S) and (L) as well as from (L) 165

toward the electrode compartment integrating in time and also the electrochemical 166

reactions and ii) the re-establishment of the chemical equilibrium in the modelled 167

system before the next time step. The assumption of local equilibrium is widely 168

accepted and could be made due to the chemical equilibria is considered instantaneous 169

comparing with the transport phenomena [36]. Table 3 shows the chemical system 170

which is used to model the case in study. 171

Please, insert Table 3. 172

The mass conservation equation for ith species in each jth compartment, including 173

electrochemical reactions if necessary, is described by: 174 j i ij n j i,j ij j N A RV dt dc V = ∑ +      =1 Eq. 1 175 i j ij n j j , i ij R V A N dt dc + ∑ =       =1 Eq. 2 176

where Vj is the volume of aqueous phase in jth compartment (cm3), cij is the

177

concentration of ith species in the jth compartment (mol·cm-3), t is the time (s), Ni,j is the

178

net mass flux of ith species from other compartments into jth compartment (mol·cm-2·s -179

1

), Aij is the cross-sectional area of transference for ith species between any

180

compartment and jth compartment (cm2), and Ri is the reaction rate for ith species in the

181

jth compartment (mol·cm-3·s-1). 182

(10)

M

AN

US

CR

IP

T

AC

CE

PT

ED

3.1 Diffusive transport 183

The diffusive transport of ions and non-ionic soluble compounds is the only transport 184

phenomenon considered between (S) and (L). The calculation of the flux of the ionic ith 185

species (Ni) has been based in the Nerst-Planck equation since the unidirectional flux of

186

each ion results from a combination of electrical and concentration gradients [45]: 187

( )

            − − λ = D i i i 2 i i i dy dE F c z dy dc RT F z N Eq 3 188

where λi, zi, F, R, T, (dci/dy) and (dE/dy) are the molar conductivity of the ith species

189

(cm2·Ω-1·mol-1), the charge number of ith species, the Faraday’s constant (96 485 190

C·mol-1), the gas constant (J·mol-1·K-1), the temperature (K) and the gradients of 191

concentration (mol·cm-4) and electric potential (V·cm-1) due to diffusive transport, 192

respectively. 193

It should be highlighted that the electric gradient is not imposed externally, but it is due 194

to the small separation of charges which result from diffusion itself. This equation, 195

applied between solid (S) and liquid compartments (L) for each of the present ions, is 196

combined to satisfy the requirement of zero current through both compartments 197 ( 0 1 =

= n i i iN z ) 198

The flux of the non-ionic species from the solid compartment (S) to bulk of liquid (L) is 199

calculated from the Fick law: 200       − = dy dc D N i i i Eq 4 201

where Di is the diffusion coefficient of ith species (cm2·s-1).

202

The ratio of surface to volume (AiS/Vj) used for mass transference between (S) and (L)

203

should be estimated. The total volume of liquid in the central cell is known (500 cm3) 204

(11)

M

AN

US

CR

IP

T

AC

CE

PT

ED

and the surface of transference between (S) and (L) for each ith species could be 205

approximatively related to mass as: 206

( )

(

)

23 3 2 3 2 3 1 3 2 3 1 6 6 iS i i i pi i i i pi i pi i iS K M V n V n A n A = = = ≈

ρ

ψ

ρ

π

ψ

π

Eq. 5 207

where ni is the number of solid particles of ith species in the solid compartment (S), Api

208

(cm2) is the area of one particle, Vpi its volume (cm3), ψi its sphericity and ρi its density

209

(g·cm-3). Although Ki is different for each ith species, on the sake of simplicity only one

210

value is considered for all the included species at the beginning of the calculations. 211

Since the liquid phase (L) is experimentally well stirred, it could be assumed to be 212

perfectly mixed. In the electrode compartments, this assumption could be also made due 213

to the recirculation of the electrolyte and the addition of acid for the pH control of the 214

system. 215

3.2 Electrochemical reactions

216

It is assumed that the only significant reaction taking place on the electrodes are the 217

reduction and oxidation of water. Some works use different theories to estimate the 218

activity coefficients [36,46]. In this case, the activity coefficients for all species are set 219

to a fixed value of 1. 220

The half-reaction at the cathode is 221

2H2O+2e− →2OH

( )

aq +H2

( )

gas E0 = −0.828V Eq. 6 222

And the anode half-reaction is: 223

( )

( )

4 1.229 V 4 2 0 2OH+ aq +O gas + eE = − H Eq. 7 224

The electrochemical reactions (ER) are included in the mass balance equations of anode 225

and cathode compartments: 226

η

F I dt dc V dt dc V ER C C ER A A =     =       1 2 Eq. 8 227

(12)

M

AN

US

CR

IP

T

AC

CE

PT

ED

where VA and VC are the volumes of electrolyte in the electrode compartments

228

(≈ 500 cm3), c1A and c2C, are the concentration of H+ and OH- generated by

229

electrochemical reactions (mol·cm-3), I is the current intensity (A), F, the Faraday´s 230

constant (96 485 C·mol-1) and η the Faradic efficiency, assumed 100%. All the 231

hydroxide ions generated by electrolysis are subsequently substituted by nitrate ions due 232

to the addition of nitric acid to control pH value. 233

3.3 Electromigration transport of ions

234

Next, the electromigration (EM) of ions from the liquid compartment (L) into the 235

electrode compartments (A) and (C) is analyzed. For this, it is assumed that the cations 236

are moving out from the cell to the cathode passing through the cation exchange 237

membrane (CEM), and, simultaneously, anions are entering to the anode through the 238

anion exchange membrane (AEM). Assuming perfect mixing in the liquid phase (L) and 239

using the transport number concept, the effective transport numbers of proton, t1,am, and

240

i anion, ti,am , through the anion-exchange membrane are respectively [47,48,25,32]:

241

( )

[

]

( )

+ ∑

[

( )

( )

]

= = n i i iL i i,L A , A A , A am , c S z S c c S c f c S c f t 1 1 1 1 1 1 1 1 1 1

λ

λ

λ

Eq. 9 242

( )

( )

( )

[

( )

( )

]

1 1 1 1 1 1 > ∑ − + − = = i ; c S z S c c S c f c S z S c t n i i iL i i,L A , A L , i i iL i am , i

λ

λ

λ

Eq. 10 243

where

(

f1

λ

1

)

is the effective molar conductivity of proton through the anion-exchange 244

membrane (cm2·Ω-1·mol-1) [49], λi is molar conductivity of ith species (ohm-1·mol

-245

1

·cm2) and zi its charge number. S(x) is a function key, S(x) = 0, if x ≤ 0, and S(x) = 1, if

246

x > 0. 247

Likewise, the transport number of i cation through the cation-exchange membrane, ti,cm,

248

is given by: 249

(13)

M

AN

US

CR

IP

T

AC

CE

PT

ED

( )

( )

[

]

( )

( )

[

]

∑ = = n i i iL i i,L L , i i iL i cm , i c S z S c c S z S c t 1

λ

λ

Eq. 11 250

Thus, it is possible to calculate the EM movement of each ion (Table 3) through both 251

membranes outside of the liquid compartment (L) and, therefore, the EM mass balance 252

for ith ion in VL is given by:

253

( )

(

)

F z I t t A N dt dc V i cm , i am , i iL EM i EM iL L =∑ = −     Eq. 12 254 3.4. Chemical equilibria 255

The concentration values obtained taking into account the transport phenomena depend 256

directly on the chemical equilibrium. It is assumed that the reversible equilibrium 257

involved is fast enough toward the products (direct) and toward the reactants (reverse). 258

These reversible equilibria play an important role on the pH values and on the 259

contaminants mobility. From the values obtained considering the transport phenomena, 260

the model recalculates new concentration values in each time step of the numerical 261

integration until chemical equilibrium is reached. The chemical system including thirty-262

three aqueous species and thirteen solid species is described in Table 3. 263

After each time step, the model verifies the presence of solid phase with the aim of 264

establishing the local concentration value for the different species present in the aqueous 265

phase. This procedure is based on an experimental fact [10]: the insoluble heavy metals 266

are present in the solid phase even after long-term electrodialytic treatments despite the 267

high percentage of ash dissolved. 268

3.5. Complete model

269

The differential equations describing the transport phenomena of ionic and non-ionic 270

chemical species together with the equilibrium equations constitute the complete model. 271

(14)

M

AN

US

CR

IP

T

AC

CE

PT

ED

The amount of phosphorus recovered and heavy metals recovered from the liquid phase 272

in the electrode compartments are given by: 273       = dt dc V dt dM iA A A Eq. 13 274       = dt dc V dt dM iC C C Eq. 14 275

The use of transport number concept [48,50] together with the zero current condition 276

and the initial neutrality of the system guarantees the electro-neutrality condition which 277

is continuously checked by the implemented model. 278

4. Results

279

In this section, the simulation results based on the modelled system described above are 280

presented and compared to the experimental results, previously published [10]. 281

Immediately before each ED experiment, the ash sample was suspended in sulphuric 282

acid with the aim of increasing species solubility. The temporal evolution of pH for the 283

liquid phase in equilibrium with solid phase (S) and for the stirred bulk liquid phase (L) 284

during the electrodialytic experiments for both SSA samples (SA and SB) is presented 285

in Fig 3. The experimental values of pH at the end of the electrodialytic experiments 286

carried out for different periods of time (3, 7 and 14 days) are also shown. The water 287

splitting at the anion exchange membrane [51] together with the transport of H+ through 288

the anion-exchange, which is not 100% ideal [49] entails a pH value decreasing during 289

ED experiments. The comparison of experimental and simulation results indicates that 290

the model predicts fairly well the pH evolution. 291

Please, insert Figure 3 292

The percentage values of elements in the different parts of the ED system (anode (A), 293

cathode (C), solid compartment (S) and the stirred bulk liquid phase (L)) against the 294

(15)

M

AN

US

CR

IP

T

AC

CE

PT

ED

treatment time obtained in the simulations for both SSA have been studied (Fig 4, 5, 6, 295

7 and 8). Phosphorus amount in the solid compartment (ash) decreased with time 296

remediation (Fig 4). P was transported mainly towards anode, with almost 40% and 297

30% collected at the cathode after 14 days. These results indicate that phosphorus could 298

have formed positively and negatively charged compounds. According to the Pourbaix 299

diagram, the predominant P-species for a pH value between 3.5 and 1.3 are H2PO4- and

300

H3PO4. It should be highlighted the inflection point found at 685 000 s and 575 000 s

301

for SA and SB, respectively, which has been related with the total dissolution of 302

hydroxyapatite. This fact is consistent with the changes observed in the pH evolution, 303

presented in Fig 3. 304

Please, insert Figure 4 305

The total dissolution of hydroxyapatite has a direct influence on the behavior of other 306

metals such as Cu, Zn and Al whose evolution is presented in Fig 5. As can be 307

observed, the lower the pH is, the higher recovery of metals in the cathode end is 308

achieved. These results are connected with the increasing species solubility with 309

decreasing pH. After 14 days, the better removal efficiency was achieved for Zn, with 310

almost 100 % being transported towards the cathode end. A good removal rate has been 311

also obtained for the Cu, with 90 % recovered in the cathode compartment while 30 % 312

and 55 % of Al was transported towards the cathode end for SA and SB samples, 313

respectively. 314

Please, insert Figure 5 315

For Cd (Fig. 6), it has been registered higher removals with approximately 70 % and 316

60 % recovery in the cathode compartment after 14 days for SA and SB, respectively. 317

Results for Ni present a similar behavior, being registered, approximately, 50 % and 318

(16)

M

AN

US

CR

IP

T

AC

CE

PT

ED

40 % of Ni in the cathode end for SA and SB, respectively. As can be observed, no 319

metal is present in the liquid phase of the central compartment. These results show that 320

the fraction of the metal solubilized is mobilized quickly towards the cathode end. 321

Please, insert Figure 6. 322

The results for Pb (Fig. 7) are directly associated with the low solubility of solid 323

species. It has been observed that after the dissolution of lead phosphate, the 324

precipitation of lead sulphate takes place. This is a direct consequence of using 325

sulphuric acid as assisting agent. Further studies using other agents, such as organic 326

acids, could be useful to improve the technique. 327

Please, insert Figure 7 328

For Cr and Fe (Fig. 8), the dissolution of solid species was no observed. So, no metals 329

were collected in the electrode compartments according to the extremely low solubility 330

of these two phosphates. 331

Please, insert Figure 8 332

The simulation and experimental results [10] for the three periods of time essayed 3, 7 333

and 14 days, are compared in Fig. 9. The x-axis represents the percentage of the metals 334

obtained experimentally in the different cell sections. Likewise, the y-axis represents the 335

results obtained with the proposed model. As can be observed, the model predicts 336

accurately the experimental results. The detected differences could be associated not 337

only with modelling assumptions but also with the known inhomogeneous distribution 338

of metals in the solid samples. 339

Please, insert Figure 9 340

5. Conclusions

(17)

M

AN

US

CR

IP

T

AC

CE

PT

ED

The implemented model for simulating the electrodialytic phosphorus recovery and 342

simultaneous heavy metal removal from sewage sludge ash reproduces satisfactorily the 343

experimental results. The experimental pH values and the evolution of metals presented 344

in the fly ash, a complex chemical system, have been fairly predicted even in the 345

presence of assisting agents. The model, based on different transport phenomena, such 346

as diffusion and electromigration, as well as electrochemical reactions, allows the 347

increasing of the overall understanding of the different processes involved. The 348

kinetically controlled processes have been demonstrated to be relevant when ED is 349

applied to SSA. The comparison of simulation and experimental results also clarifies the 350

influence of hydroxyapatite dissolution processes on the pH value and on heavy metal 351

recovery. Finally, the model application makes possible to optimize and improve some 352

key aspects of the experimental methods, such as the choice of an enhancing agent, 353

stirring rate or the current density applied. 354

Acknowledgements

355

The authors thank e.THROUGH (H2020-MSCA-RISE-2017-778045), financed by the 356

European Commission, as well as the financial support provided by CENSE-Center for 357

Environmental and Sustainability Research which is financed by national funds from 358

FCT/MEC (UID/AMB/04085/2013). Villen-Guzman also acknowledges the “Contrato 359

Puente (CI-17-010)” obtained from University of Malaga. 360

References

361

[1] P.M. Melia, A.B. Cundy, S.P. Sohi, P.S. Hooda, R. Busquets, Trends in the 362

recovery of phosphorus in bioavailable forms from wastewater, Chemosphere. 186 363

(2017) 381–395. doi:10.1016/j.chemosphere.2017.07.089. 364

(18)

M

AN

US

CR

IP

T

AC

CE

PT

ED

[2] S.S. Mar, M. Okazaki, Investigation of Cd contents in several phosphate rocks 365

used for the production of fertilizer, Microchem. J. 104 (2012) 17–21. 366

doi:10.1016/j.microc.2012.03.020. 367

[3] D. Cordell, A. Rosemarin, J.J. Schröder, A.L. Smit, Towards global phosphorus 368

security: A systems framework for phosphorus recovery and reuse options, 369

Chemosphere. 84 (2011) 747–758. doi:10.1016/j.chemosphere.2011.02.032. 370

[4] M.C. Mew, Phosphate rock costs, prices and resources interaction, Spec. Issue 371

Sustain. Phosphorus Tak. Stock Phosphorus Supply Nat. Anthropog. Pools 21st 372

Century. 542 (2016) 1008–1012. doi:10.1016/j.scitotenv.2015.08.045. 373

[5] L. Egle, H. Rechberger, J. Krampe, M. Zessner, Phosphorus recovery from 374

municipal wastewater: An integrated comparative technological, environmental 375

and economic assessment of P recovery technologies, Sci. Total Environ. 571 376

(2016) 522–542. doi:10.1016/j.scitotenv.2016.07.019. 377

[6] O.F. Schoumans, F. Bouraoui, C. Kabbe, O. Oenema, K.C. van Dijk, Phosphorus 378

management in Europe in a changing world, Ambio. 44 (2015) 180–192. 379

doi:10.1007/s13280-014-0613-9. 380

[7] A. Amann, O. Zoboli, J. Krampe, H. Rechberger, M. Zessner, L. Egle, 381

Environmental impacts of phosphorus recovery from municipal wastewater, 382

Resour. Conserv. Recycl. 130 (2018) 127–139. 383

doi:10.1016/j.resconrec.2017.11.002. 384

[8] S. Donatello, C.R. Cheeseman, Recycling and recovery routes for incinerated 385

sewage sludge ash (ISSA): A review, Waste Manag. 33 (2013) 2328–2340. 386

doi:10.1016/j.wasman.2013.05.024. 387

[9] H. Herzel, O. Krüger, L. Hermann, C. Adam, Sewage sludge ash — A promising 388

secondary phosphorus source for fertilizer production, Spec. Issue Sustain. 389

(19)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Phosphorus Tak. Stock Phosphorus Supply Nat. Anthropog. Pools 21st Century. 390

542 (2016) 1136–1143. doi:10.1016/j.scitotenv.2015.08.059. 391

[10] P. Guedes, N. Couto, L.M. Ottosen, A.B. Ribeiro, Phosphorus recovery from 392

sewage sludge ash through an electrodialytic process, Waste Manag. 34 (2014) 393

886–892. doi:10.1016/j.wasman.2014.02.021. 394

[11] B. Ebbers, L.M. Ottosen, P.E. Jensen, Comparison of two different electrodialytic 395

cells for separation of phosphorus and heavy metals from sewage sludge ash, 396

Chemosphere. 125 (2015) 122–129. doi:10.1016/j.chemosphere.2014.12.013. 397

[12] L.M. Ottosen, P.E. Jensen, G.M. Kirkelund, Phosphorous recovery from sewage 398

sludge ash suspended in water in a two-compartment electrodialytic cell, Waste 399

Manag. 51 (2016) 142–148. doi:10.1016/j.wasman.2016.02.015. 400

[13] R. Parés Viader, P.E. Jensen, L.M. Ottosen, J. Ahrenfeldt, H. Hauggaard-Nielsen, 401

Sequential electrodialytic recovery of phosphorus from low-temperature 402

gasification ashes of chemically precipitated sewage sludge, Waste Manag. 60 403

(2017) 211–218. doi:10.1016/j.wasman.2016.11.030. 404

[14] P. Guedes, N. Couto, E.P. Mateus, A.B. Ribeiro, Phosphorus Recovery in Sewage 405

Sludge by Electrokinetic Based Technologies: A Multivariate and Circular 406

Economy View, Waste Biomass Valorization. (2017). doi:10.1007/s12649-017-407

9985-y. 408

[15] L.M. Ottosen, H.K. Hansen, S. Laursen, A. Villumsen, Electrodialytic remediation 409

of soil polluted with copper from wood preservation industry, Environ. Sci. 410

Technol. 31 (1997) 1711–1715. doi:10.1021/es9605883. 411

[16] A.B. Ribeiro, E.P. Mateus, L.M. Ottosen, G. Bech-Nielsen, Electrodialytic 412

removal of Cu, Cr, and As from chromated copper arsenate-treated timber waste, 413

Environ. Sci. Technol. 34 (2000) 784–788. doi:10.1021/es990442e. 414

(20)

M

AN

US

CR

IP

T

AC

CE

PT

ED

[17] J. Virkutyte, E. Velizarova, A.B. Ribeiro, M. Sillanpää, Copper and chromium 415

electrodialytic migration in CCA-treated timber waste, Water. Air. Soil Pollut. 160 416

(2005) 27–39. doi:10.1007/s11270-005-3427-3. 417

[18] W. Chen, P.E. Jensen, L.M. Ottosen, G.M. Kirkelund, Electrodialytic remediation 418

of fly ash from co-combustion of wood and straw, Electrochimica Acta. 181 419

(2015) 208–216. doi:10.1016/j.electacta.2015.04.083. 420

[19] H.K. Hansen, A.B. Ribeiro, E.P. Mateus, L.M. Ottosen, Diagnostic analysis of 421

electrodialysis in mine tailing materials, Electrochimica Acta. 52 (2007) 3406– 422

3411. doi:10.1016/j.electacta.2006.05.066. 423

[20] G.M. Nystrøm, L.M. Ottosen, A. Villumsen, Test of experimental set-ups for 424

electrodialytic removal of Cu, Zn, Pb and Cd from different contaminated harbour 425

sediments, Eng. Geol. 77 (2005) 349–357. doi:10.1016/j.enggeo.2004.07.025. 426

[21] K.B. Pedersen, P.E. Jensen, L.M. Ottosen, T. Lejon, An optimised method for 427

electrodialytic removal of heavy metals from harbour sediments, Electrochimica 428

Acta. 173 (2015) 432–439. doi:10.1016/j.electacta.2015.05.050. 429

[22] B. Ebbers, L.M. Ottosen, P.E. Jensen, Electrodialytic treatment of municipal 430

wastewater and sludge for the removal of heavy metals and recovery of 431

phosphorus, Electrochimica Acta. 181 (2015) 90–99. 432

doi:10.1016/j.electacta.2015.04.097. 433

[23] P.E. Jensen, G.M. Kirkelund, K.B. Pedersen, C. Dias-Ferreira, L.M. Ottosen, 434

Electrodialytic upgrading of three different municipal solid waste incineration 435

residue types with focus on Cr, Pb, Zn, Mn, Mo, Sb, Se, V, Cl and SO4, 436

Electrochimica Acta. 181 (2015) 167–178. doi:10.1016/j.electacta.2015.06.012. 437

[24] R. Parés Viader, P.E. Jensen, L.M. Ottosen, J. Ahrenfeldt, H. Hauggaard-Nielsen, 438

Electrodialytic extraction of phosphorus from ash of low-temperature gasification 439

(21)

M

AN

US

CR

IP

T

AC

CE

PT

ED

of sewage sludge, Electrochimica Acta. 181 (2015) 100–108. 440

doi:10.1016/j.electacta.2015.05.025. 441

[25] A.B. Ribeiro, J.M. Rodriíguez-Maroto, E.P. Mateus, H. Gomes, Removal of 442

organic contaminants from soils by an electrokinetic process: The case of atrazine. 443

Experimental and modeling, Chemosphere. 59 (2005) 1229–1239. 444

doi:10.1016/j.chemosphere.2004.11.054. 445

[26] A.T. Lima, A.B. Ribeiro, J.M. Rodríguez-Maroto, E.P. Mateus, A.M. Castro, L.M. 446

Ottosen, Experimental and modeling of the electrodialytic and dialytic treatment of 447

a fly ash containing Cd, Cu and Pb, J. Appl. Electrochem. 40 (2010) 1689–1697. 448

doi:10.1007/s10800-010-0166-y. 449

[27] A.B. Ribeiro, E.P. Mateus, J.-M. Rodríguez-Maroto, Removal of organic 450

contaminants from soils by an electrokinetic process: The case of molinate and 451

bentazone. Experimental and modeling, Sep. Purif. Technol. 79 (2011) 193–203. 452

doi:10.1016/j.seppur.2011.01.045. 453

[28] J.M. Paz-García, B. Johannesson, L.M. Ottosen, A.B. Ribeiro, J.M. Rodríguez-454

Maroto, Modeling of electrokinetic processes by finite element integration of the 455

Nernst-Planck-Poisson system of equations, Sep. Purif. Technol. 79 (2011) 183– 456

192. doi:10.1016/j.seppur.2011.02.023. 457

[29] M. Villen-Guzman, J.M. Paz-Garcia, J.M. Rodriguez-Maroto, F. Garcia-Herruzo, 458

G. Amaya-Santos, C. Gomez-Lahoz, C. Vereda-Alonso, Scaling-up the acid-459

enhanced electrokinetic remediation of a real contaminated soil, Electrochimica 460

Acta. 181 (2015) 139–145. doi:10.1016/j.electacta.2015.02.067. 461

[30] M. Villen-Guzman, C. Gomez-Lahoz, F. Garcia-Herruzo, C. Vereda-Alonso, J.M. 462

Paz-Garcia, J.M. Rodriguez-Maroto, Specific Energy Requirements in 463

Electrokinetic Remediation, (2017). doi:10.1007/s11242-017-0965-2. 464

(22)

M

AN

US

CR

IP

T

AC

CE

PT

ED

[31] R. López-Vizcaíno, C. Risco, J. Isidro, S. Rodrigo, C. Saez, P. Cañizares, V. 465

Navarro, M.A. Rodrigo, Scale-up of the electrokinetic fence technology for the 466

removal of pesticides. Part I: Some notes about the transport of inorganic species, 467

Chemosphere. 166 (2017) 540–548. doi:10.1016/j.chemosphere.2016.09.113. 468

[32] A.B. Ribeiro, J.M. Rodríguez-Maroto, E.P. Mateus, E. Velizarova, L.M. Ottosen, 469

Modeling of electrodialytic and dialytic removal of Cr, Cu and As from CCA-470

treated wood chips, Chemosphere. 66 (2007) 1716–1726. 471

doi:10.1016/j.chemosphere.2006.07.014. 472

[33] E. Velizarova, A.B. Ribeiro, E. Mateus, L.M. Ottosen, Effect of different 473

extracting solutions on the electrodialytic remediation of CCA-treated wood waste 474

Part I.: Behaviour of Cu and Cr, J. Hazard. Mater. 107 (2004) 103–113. 475

doi:10.1016/j.jhazmat.2003.09.011. 476

[34] DS259, Determination of metals in water, sludge and sediments - General 477

guidelines for determination by atomic absorption spectrophotometry in flame. 478

Dansk Standardiseringsrad (in Danish)., 2003. 479

[35] Gustafsson, J., Visual MINTEQ ver. 3.0 beta., KTH Royal Institute of 480

Technology, Dept. of Land and Water Resources Engineering, Stockholm, 481

Sweden, 2010. http://www2.lwr.kht.se/English/OurSoftware/vminteq/index.html. 482

[36] J.M. Paz-García, M. Villén-Guzmán, A. García-Rubio, S. Hall, M. Ristinmaa, C. 483

Gómez-Lahoz, A coupled reactive-transport model for electrokinetic remediation, 484

in: Electrokinet. Discip. Cont. New Strateg. Sustain. Dev., Springer International 485

Publishing, 2015: pp. 251–278. doi:10.1007/978-3-319-20179-5_13. 486

[37] J.A. Dean, N.A. Lange, Lange’s Handbook of Chemistry, McGraw-Hill, 1999. 487

https://books.google.es/books?id=56KPMQEACAAJ. 488

[38] A.E. Martell, R.M. Smith, R.J. Motekaitis, NIST Stand. Ref. Database 467. (2004). 489

(23)

M

AN

US

CR

IP

T

AC

CE

PT

ED

[39] J.D. Allison, D.S. Brown, K.L. Novo-Gradac, MINTEQA2/PRODEFA2, a 490

geochemical assessment model for environmental systems: Version 3.0 user’s 491

manual. United States Environmental Protection Agency, Office of Research and 492

Development, Washington, DC, EPA6003-91021 MTQ311. (1991). 493

[40] D.L. Parkhurst, C. Appelo, User’s guide to PHREEQC (Version 2): A computer 494

program for speciation, batch-reaction, one-dimensional transport, and inverse 495

geochemical calculations, (1999) 312. 496

[41] C. Xiao, D.J. Wesolowski, D.A. Palmer, Formation quotients of aluminum sulfate 497

complexes in NaCF3SO3 media at 10, 25, and 50 C from potentiometric titrations 498

using a mercury/mercurous sulfate electrode concentration cell, Environ. Sci. 499

Technol. 36 (2002) 166–173. 500

[42] D.K. Nordstrom, L.N. Plummer, D. Langmuir, E. Busenberg, H.M. May, B.F. 501

Jones, D.L. Parkhurst, Revised chemical equilibrium data for major water-mineral 502

reactions and their limitations, in: Chem. Model. Aqueous Syst. II DC Melchior 503

RL Bassett Eds Am. Chem. Soc. Symp. Ser. 416 31 398-413, 1990. 504

[43] W. Haynes, CRC Handbook of Chemistry and Physics, 91th Ed. (2010). 505

[44] H.M. Selim, Phosphate in Soils: Interaction with Micronutrients, Radionuclides 506

and Heavy Metals, CRC Press, 2017. 507

[45] Sherwood, T.K., Pigford, R.L., Wilke, C.L., Mass Transfer, McGraw-Hill, New 508

York, 1975. 509

[46] R. López-Vizcaíno, A. Yustres, M.J. León, C. Saez, P. Cañizares, M.A. Rodrigo, 510

V. Navarro, Multiphysics Implementation of Electrokinetic Remediation Models 511

for Natural Soils and Porewaters, Electrochimica Acta. 225 (2017) 93–104. 512

doi:10.1016/j.electacta.2016.12.102. 513

(24)

M

AN

US

CR

IP

T

AC

CE

PT

ED

[47] D.J. Wilson, J.M. Rodríguez-Maroto, C. Gómez-Lahoz, Electrokinetic 514

Remediation. I. Modeling of Simple Systems, Sep. Sci. Technol. 30 (1995) 2937– 515

2961. doi:10.1080/01496399508013121. 516

[48] D.J. Wilson, J.M. Rodriguez-Maroto, C. Gomez-Lahoz, Electrokinetic 517

remediation. II. Amphoteric metals and enhancement with a weak acid, Sep. Sci. 518

Technol. 30 (1995) 3111–3128. 519

[49] R. De Lara, J. Rodriguez-Postigo, F. Garcia-Herruzo, J. Rodriguez-Maroto, J. 520

Benavente, Decontamination of soils by membrane processes: characterization of 521

membranes under working conditions, Ind. Eng. Chem. Res. 44 (2005) 400–407. 522

[50] C. Vereda-Alonso, J.M. Rodríguez-Maroto, R.A. García-Delgado, C. Gómez-523

Lahoz, F. García-Herruzo, Two-dimensional model for soil electrokinetic 524

remediation of heavy metals: Application to a copper spiked kaolin, Chemosphere. 525

54 (2004) 895–903. doi:10.1016/j.chemosphere.2003.09.002. 526

[51] L.M. Ottosen, H.K. Hansen, C.B. Hansen, Water splitting at ion-exchange 527

membranes and potential differences in soil during electrodialytic soil remediation, 528

J. Appl. Electrochem. 30 (2000) 1199–1207. doi:10.1023/A:1026557830268. 529

(25)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Reaction Log K Source

Water ionization +  ↔  13.99 [37] Acid ionization +  ↔   12.375 [38] 2 +   ↔   19.573 [38] 3 +   ↔  21.721 [38] +  ↔   1.99 [38] Complex formation +  ↔   20.01 [38] 2 +  ↔   18.98 [38] +   ↔   20.923 [38] +  ↔  () 15.035 [38] +  ↔  () 2.36 [38] +  ↔  () 16.5 [38] +   ↔  () 2.36 [38] +  ↔   22.285 [38] +   ↔  () 15.475 [38] +   ↔  () 2.69 [38] +  ↔  () 15.69 [38] +  ↔  () 2.34 [38] + 2  ↔ ( ) 3.28 [39] + 2   ↔ ( ) 3.50 [40] + 2   ↔ ( ) 5.58 [41] + 2   ↔ ( ) 5.38 [42] Precipitation-dissolution 2 + 3  ↔ () + 6  1.418 [38] +  ↔  () 20.01 [43] 5 + 3  − +  ↔ "( ) 44.333 [38] 3 + 2  ↔ ( ) 32.60 [39] #+   ↔ # () 2.55 [44] 3 + 2  ↔ ( ) 36.85 [39] +  ↔  () 16.84 [38] 3 $%+ 2  ↔ $%( ) 36.85 [39] 3 + 2  ↔ ( ) 43.55 [38]

(26)

M

AN

US

CR

IP

T

AC

CE

PT

ED

3 + 2   ↔ ( ) 35.42 [38] +  ↔  () 4.36 [42] +  ↔  () 7.79 [38]

(27)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Parameter SA SB

Physical and chemical characteristics

pH (H2O) 12.44 ± 0.01 8.85 ± 0.03 Water content (%) 0.10 ± 0.18 16 ± 0.38 Conductivity (mS cm-1) 3.23 ± 0.51 4.81 ± 0.13 Loss on ignition (550 ºC; %) 0.15 ± 0.05 0.92 ± 0.08 Solubility in water (%) 1.8 ± 0.1 3.1 ± 0.0 Carbonate content (%) 1.57 ± 0.21 1.34 ± 0.12 Elements concentration P (g kg-1) 134 ± 1 129 ± 5 Na (g kg-1) 5.71 ± 0.03 6.73 ± 0.09 Ca (g kg-1) 163 ± 1 152 ± 2 Al (g kg-1) 22.6 ± 0.5 21.5 ± 0.7 Fe (g kg-1) 60.0 ± 1.4 62.0 ± 2.3 Zn (mg kg-1) 3335 ± 77 3157 ± 129 Cu (mg kg-1) 758 ± 5 733 ± 9 Pb (mg kg-1) 293 ± 4 297 ± 9 Cr (mg kg-1) 45.5 ± 0.4 44.9 ± 0.7 Cd (mg kg-1) 3.25 ± 0.04 3.14 ± 0.08 Ni (mg kg-1) 54.6 ± 0.6 55.7 ± 1.0

Table 1. Physico-chemical characteristics, phosphorus and heavy metal content in the

(28)

M

AN

US

CR

IP

T

AC

CE

PT

ED

SA SB Ca5(OH)(PO4)3 5.97 10-2 5.39 10-2 FePO4 10.74 10-2 11.10 10-2 AlPO4 8.37 10-2 7.96 10-2 CaSO4 8.03 10-2 9.02 10-2 Zn3(PO4)2 1.66 10-3 1.57 10-3 Cu3(PO4)2 3.77 10-4 3.65 10-4 Pb3(PO4)2 4.66 10-5 4.66 10-5 CrPO4 9.00 10-5 9.00 10-5

(29)

M

AN

US

CR

IP

T

AC

CE

PT

ED

(30)

M

AN

US

CR

IP

T

AC

CE

PT

ED

(31)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 3. Simulation results for the pH of the liquid phase in equilibrium with solid phase

(S) (·· ··) and for the stirred bulk liquid phase (L) (─ ·) during the electrodialytic experiments as well as the experimental results (●). a) SSA, b) SSB.

0 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 p H t/s·10-5

a)

b)

(32)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 4. Simulation results for the evolution of P percentage in the electrodialytic cell

sections (solid (─), liquid phase (····), cathode (─ ·) and anode(─ ─)). a) SSA, b) SSB. 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % P t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % P t/s·10-5

a)

b)

(33)

M

AN

US

CR

IP

T

AC

CE

PT

ED

0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % C u t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % C u t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % Z n t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % Z n t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % A l t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % A l t/s·10-5

a)

b)

(34)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 5. Simulation results for the evolution of Cu, Zn and Al percentages in the

electrodialytic cell sections (solid (─), liquid phase (····), cathode (─ ·) and anode(─ ─)). a) SSA, b) SSB.

(35)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 6. Simulation results for the evolution of Cd and Ni percentages in the

electrodialytic cell sections (solid (─), liquid phase (····), cathode (─ ·) and anode (─ ─)). a) SSA, b) SSB. 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % C d t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % C d t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % N i t/s·10-5 0 10 20 30 40 50 60 70 80 90 100 0 2 4 6 8 10 12 14 % N i t/s·10-5

a)

b)

(36)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 7. Simulation results for the evolution of Pb percentage in the electrodialytic cell

sections (solid (─), solid phase associated with lead phosphate (─ ··), liquid phase (····), cathode (─ ·) and anode (─ ─). a) SSA, b) SSB.

0 20 40 60 80 100 120 0 2 4 6 8 10 12 14 % P b t/s·10-5 0 20 40 60 80 100 120 0 2 4 6 8 10 12 14 % P b t/s·10-5

a)

b)

(37)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 8. Simulation results for the evolution of Cr and Fe percentages in the

electrodialytic cell sections (solid (─), liquid phase (····), cathode (─ ·) and anode (─ ─)). a) SSA, b) SSB. 0 20 40 60 80 100 120 0 2 4 6 8 10 12 14 % C r t/s·10-5 0 20 40 60 80 100 120 0 2 4 6 8 10 12 14 % C r t/s·10-5 0 20 40 60 80 100 120 0 2 4 6 8 10 12 14 % F e t/s·10-5 0 20 40 60 80 100 120 0 2 4 6 8 10 12 14 % F e t/s·10-5

a)

b)

(38)

M

AN

US

CR

IP

T

AC

CE

PT

ED

Fig. 9. Experimental and model results for the metals analysed for different periods of

time: 3 (■), 7 (●) and 14 days (▲). a) SSA, b) SSB. 0 20 40 60 80 100 0 20 40 60 80 100 M ode l Experimental 0 20 40 60 80 100 0 20 40 60 80 100 M ode l Experimental

a)

b)

Referências

Documentos relacionados

In Experiment 2, two traps (one sticky BR-OVT and one conventional BR-OVT) were installed on the ground level at a distance of 1.5m from one another in the indoor areas of 15

The application of high doses of the sewage sludge without industrial contaminants to the scoured site indicated no inconvenience in relation to an increase in the levels

The electrodialytic (ED) process is one of the methods under development to recover P and simultaneously remove heavy metals. The present work aimed to optimize

ED was the treatment technique applied to two types of matrices containing Cr: chromate copper arsenate (CCA) contaminated soil and municipal solid waste

The present dissertation aims to study the efficiency of the electrodialytic process (ED) when applied to sewage sludge aiming phosphorus recovery and organic

To find answers to questions 1) and 2), laboratory experiments were carried out at RESOLUTION Lab using a MT sample from Panasqueira mine (rejected fraction from the sludge

To find answers to questions 1) and 2), laboratory experiments were carried out at RESOLUTION Lab using a MT sample from Panasqueira mine (rejected fraction from the sludge

A sequence of experiments was carried out for evaluating the cell wash-out from polyurethane foam matrices, the liquid-phase mass transfer coefficient and the intrinsic