We introduce the novel concept of an intrinsic free energy profile, allowing one to remove the artificial smearing caused by thermal capillary waves, which renders difficulties for the calculation of free energy profiles across fluid interfaces in computer simulations. We apply this concept to the problem of a chloride ion crossing the interface between water and 1,2-dichloroethane and show that the present approach is able to reveal several important features of the free energy profile which are not detected with the usual, nonintrinsic calculations. Thus, in contrast to the nonintrinsic profile, a free energy barrier is found at the aqueous side of the (intrinsic) interface, which is attributed to the formation of a water "finger" the ion pulls with itself upon approaching the organic phase. Further, by the presence of a nonsampled region, the intrinsic free energy profile clearly indicates the coextraction of the first hydration shell water molecules of the ion when entering the organic phase.
We introduce the novel concept of an intrinsic free energy profile, allowing one to remove the artificial smearing caused by thermal capillary waves, which renders difficulties for the calculation of free energy profiles across fluid interfaces in computer simulations. We apply this concept to the problem of a chloride ion crossing the interface between water and 1,2-dichloroethane and show that the present approach is able to reveal several important features of the free energy profile which are not detected with the usual, nonintrinsic calculations. Thus, in contrast to the nonintrinsic profile, a free energy barrier is found at the aqueous side of the (intrinsic) interface, which is attributed to the formation of a water "finger" the ion pulls with itself upon approaching the organic phase. Further, by the presence of a nonsampled region, the intrinsic free energy profile clearly indicates the coextraction of the first hydration shell water molecules of the ion when entering the organic phase.
The transport of ions
as well as of uncharged penetrants across
fluid (i.e., liquid–liquid or liquid–vapor) interfaces,
in particular, between an aqueous and an apolar phase is of fundamental
importance in various fields of physics, chemistry, and biology, from
heterogeneous catalysis to ion extraction and from electrochemical
applications to drug delivery.[1−5] In understanding the thermodynamic background of such transport
processes, the determination of the solvation free energy profile
of the penetrant across the interfaces is of great importance, because
the free energy profile represents the thermodynamic driving force
for the transport. In computer simulations, the density profile ρ(Z) of the penetrant molecule along the interface normal
axis, Z, can, in principle, be easily converted to
its solvation free energy profile A(Z) because A(Z) = −RT ln ρ(Z) (R and T being the gas constant and absolute temperature, respectively).
Unfortunately, in the majority of systems of scientific interest the
penetrant molecule is present in rather low concentrations, leading
to a negligibly small probability of visiting certain regions of high
free energy. This insufficient sampling can then make the above determination
of the solvation free energy profile statistically unreliable. To
circumvent this problem, several methods providing enhanced sampling
of rare events,[6] such as harmonic[7] and adaptive umbrella sampling,[8] thermodynamic integration,[9] metadynamics,[10,11] the Widom test particle insertion method[12] and its cavity insertion variant,[13] or
potential of mean force (PMF) calculation by, for example, constrained
molecular dynamics,[14,15] have been proposed over the years.
These methods of solvation free energy calculation have been applied
for a number of ionic[16−33] and nonionic penetrants[13,34−43] at various fluid interfaces in the past decades, complementing theoretical
predictions based on various continuum dielectric calculations.[44,45]In calculating such solvation free energy profiles, however,
one
has to face the additional difficulty of taking into account the roughness
of the interface. Fluid interfaces are corrugated by capillary waves
which have the particularly harmful side effect of growing with the
second power of the simulation box edge length, effectively smearing
(in a system-size dependent way) any local property related to the
interface.[46] Thus, any physically meaningful
calculation of the solvation free energy profile of a penetrant, like
any other kind of profile across such interfaces, requires the profile
to be determined relatively to this molecularly rugged interface (usually referred to as the intrinsic interface) rather than to
an external reference frame (or, equivalently, relative to an ideally
flat planar surface, also called the nonintrinsic interface), as is
usually done.The first step toward the calculation of intrinsic
solvation free
energy profiles is clearly the determination of the intrinsic surface
of a liquid phase. In other words, instead of simply determining the
position of the Gibbs dividing surface along the surface normal axis
of the basic simulation box, Z, the precise location
of the surface along this axis Z has to be given
at every {X,Y} point of the macroscopic plane of
the surface. The determination of the intrinsic surface of a given
condensed phase is usually coupled to the determination of the list
of molecules that are located right at the boundary of this phase.In early simulations of fluid interfaces, the intrinsic surface
was approximated by dividing the system into several slabs along the
macroscopic surface normal axis and determining the surface in each
slab separately.[36,47−52] In further elaborating this approach, Jorge and Cordeiro proposed
the use of a considerably finer grid than what is prescribed by the
capillary wave theory and also determined the number of slabs required
for convergence.[53] This method of grid-based
intrinsic profiles (GIP) has been applied for a number of fluid interfaces.[53−55] The identification of the truly interfacial molecules (ITIM) approach,[56] also applied for a number of liquid–vapor[56−64] and liquid–liquid interfaces,[65−68] made one further step in this
respect. In an ITIM analysis, a probe sphere of given radius, Rp, is moved along test lines from the bulk of
the opposite phase to the surface of the phase to be analyzed. Once
the probe sphere touches the first molecule of the phase of interest,
it is stopped, and the touched molecule is marked as an interfacial
one. The intrinsic surface itself is then approximated by the position
of the interfacial molecules.[69] In the
particular case when the distance between two neighboring test lines
is equal to the probe sphere diameter, ITIM becomes equivalent to
the GIP method of Jorge and Cordeiro. However, the ITIM method also
allows to use a considerably denser grid, leading to a more precise
detection of the intrinsic surface.[55] Another
method, based on the relative distance between molecules of opposing
phases, has been proposed by Chowdhary and Ladanyi for liquid–liquid
interfaces.[70] This method was later extended
by introducing an adjustable free parameter, and it was shown that
this extended variant leads to results comparable with those of ITIM
and GIP, but without applicability to vapor–liquid systems.[55] In their pioneering work, Chacón and
Tarazona proposed a completely different approach.[46] Their intrinsic sampling method (ISM), applied later to
a number of systems,[71−76] is based on a self-consistent algorithm in which the intrinsic surface
is determined as the surface of minimum area that covers a set of
appropriately chosen pivot atoms.[46,72] However elegant,
this approach is too computationally demanding for direct application
in PMF calculations. Several methods have also been proposed to identify
the intrinsic surface for macroscopically nonplanar interfaces, such
as the circular variance method of Mezei,[77] the coarse-graining approach of Wilard and Chandler,[78] or the generalized ITIM (GITIM) method based
on α-shapes.[79] A recent comparison
of various intrinsic surface determining methods revealed that ITIM
provides an excellent compromise between the accuracy and the computational
cost.[55]Having determined the intrinsic
surface location, the profile of
any physical quantity relative to this surface can, in principle,
be calculated. Several possible ways of calculating the density profiles
of the components of the two phases were proposed and compared in
terms of accuracy and computational cost in our recent study.[69] However, to the best of our knowledge, such
an intrinsic analysis has never been applied to the calculation of
free energy profiles. The reason for the lack of such studies is probably
related to the computational cost required both by the intrinsic analysis
and by the free energy calculation. Clearly, the calculation of solvation
free energy profiles in simulations is a computationally far more
demanding task than simply the generation of an equilibrium ensemble.
The reason for this originates from the fact that in the canonical
ensemble the Helmholtz free energy, A, is directly
related to the full partition function, Q, through
the equation A = −RT ln Q, and hence, in free energy calculations the entire configurational
space rather than only its lowest energy domains has to be sampled.
Indeed, the methods for free energy profile calculation require always
considerably more computational effort than simply calculating density
profiles. In the calculation of intrinsic free energy profiles, however,
the computational burden is further exacerbated by the calculation
of the intrinsic surface for—in principle—every sampled
configuration during the simulation, which poses significant problems
for the practical implementation of such methods.In the present
paper we propose a computationally feasible way
of calculating the intrinsic solvation Helmholtz free energy profile
of a single penetrant particle across fluid interfaces and apply it
to the calculation of the intrinsic solvation free energy profile
of a Cl– ion across the water–1,2-dichloroethane
(DCE) liquid–liquid interface. The choice of this system is
dictated by the fact that it is relatively well-studied in the literature:
studies targeting the nonintrinsic free energy profile have been reported
several times.[17,80,81] The method proposed here is based on the idea that the calculation
of the intrinsic profile does not require the determination of the entire intrinsic surface, but just of a small portion of
this surface that lies right behind the penetrant molecule. In the
context of the ITIM method, this means that, instead of checking the
full set of test lines in the entire basic box, only a few of them,
located in the close vicinity of the penetrant, have to be considered.
We “pull” the ion from the aqueous to the organic phase
and use the intrinsic surface of the water phase as a reference, but
the method is equally applicable to the reverse scenario (i.e., moving
the ion from the organic to the water phase and/or using the DCE interface
as a reference).The paper is organized as follows. In section
2 details of the computer simulations, intrinsic surface analysis,
and free energy calculations are given. In section
3 the resulting intrinsic solvation free energy profile is
presented and compared to the corresponding nonintrinsic one, and
the physical meaning of the obtained results is discussed in detail.
Finally, in section 4 the main conclusions
of this study are summarized.
Computational Methods
Molecular Dynamics Simulations
Molecular
dynamics simulations of the water–DCE liquid–liquid
interfacial system containing one single chloride ion at different
positions have been performed in the canonical (N,V,T) ensemble at 298 K using the GROMACS 3.3.2 simulation program package.[82] The lengths of the X, Y, and Z edges of the rectangular basic simulation box (Z being perpendicular to the macroscopic plane of the interface)
have been set to 50, 50, and 104 Å, respectively. The system
consisted of 4000 water and 1014 DCE molecules.Water molecules
have been modeled using the TIP4P potential,[83] whereas standard OPLS force field parameters have been used for
the Cl– ion and for the DCE molecules (see Table 1).[84] All bond lengths
and bond angles have been kept fixed in the simulations, while torsional
flexibility of the DCE molecule around its C–C bond has been
allowed (Table 2). The CH2 groups
of the DCE molecules have been treated as united atoms. The total
potential energy of the system is calculated as the sum of the pair
interaction energies of all molecule pairs. The interaction energy
of two molecules has been calculated as the sum of the Lennard–Jones
interactions acting between the sites and of the Coulomb interactions
acting between the fractional charges. Bond lengths and bond angles
of the DCE and water molecules have been kept fixed by means of the
LINCS[85] and SETTLE[86] algorithms, respectively. The temperature of the system has been
controlled using the Nosé–Hoover thermostat.[87,88] All dispersion interactions have been truncated to zero beyond the
center–center cutoff distance of 9.0 Å. The electrostatic
interaction has been calculated using the smooth particle mesh Ewald
method[89] with a real space cutoff of 9.0
Å, a mesh grid with a spacing of 1.2 Å, and a spline order
of 4. The charge of the Cl– ion has been compensated
by a uniformly distributed positive background charge. An integration
time step of 1 fs has been used in all simulations.
Table 1
Interaction Parameters of the Molecular
Models Useda
molecule
interaction site
σ (Å)
ε (kJ/mol)
q (e)
waterb
Ow
3.154
0.649
0.000
Hw
0.000
0.000
0.520
Mwc
0.000
0.000
–1.040
Cld
Cl–
3.550
1.046
–1.000
DCEd
CH2
3.800
0.494
0.227
Cl
3.400
1.255
–0.227
Lennard–Jones
parameters
correspond to the OPLS model, ref (84), fractional charges are taken from ref (48).
TIP4P model, ref (83).
Nonatomic
interaction site, placed
along the H–O–H bisector 0.15 Å away from the O
atom toward the hydrogens.
OPLS model, ref (84).
Table 2
Geometry
Parameters of the Molecular
Models Used in the Simulations
molecule
bond
length (Å)
bond angle
angle (deg)
watera
O–H
0.9572
H–O–H
104.52
DCEb
CH2–CH2
1.53
Cl–CH2–CH2
108.2
CH2–Cl
1.79
TIP4P model, ref (83).
OPLS model, ref (84).
Lennard–Jones
parameters
correspond to the OPLS model, ref (84), fractional charges are taken from ref (48).TIP4P model, ref (83).Nonatomic
interaction site, placed
along the H–O–H bisector 0.15 Å away from the O
atom toward the hydrogens.OPLS model, ref (84).TIP4P model, ref (83).OPLS model, ref (84).
Calculation of the Distance from the Intrinsic
Surface
Since the main aim of this study is to calculate
a free energy profile which is free from the artifacts due to the
presence of capillary waves, a proper, local reference frame has to
be chosen. In other words, the solvation free energy has to be calculated
as a function of the position of the penetrant with respect to the
local, molecularly rugged, intrinsic interface. ITIM[56] has been proven to be one of the most efficient methods
for this task.[55] However, the full ITIM
method has turned out to be computationally too costly to analyze
the large number of trajectories required for the PMF calculation
in a reasonable time. Thus, before applying it to the calculation
of the free energy profile, the algorithm had to be simplified to
reduce its computational cost. Since it is only the exact position
of the penetrant, relative to the intrinsic surface, that has to be
determined, it is sufficient to know the position of the surface only
in the neighborhood of the point in the XY plane
where the penetrant is located, and not in the entire simulation box.
Therefore, instead of using a uniformly distributed fine grid of test
lines across the entire XY plane as in the original
ITIM method, we used only a reduced set of test lines, determined
on the fly for every frame during the ITIM analysis from their lateral
distance (i.e., the distance in the XY plane of the
simulation box) from the ion. More precisely, only test lines whose
lateral distance from the ion is smaller than N × dgrid are considered, whereas all the other test
lines are disregarded from the analysis. Here, N is
a conveniently chosen small integer leading to the use of N2 test lines, and dgrid is the grid spacing. Performing the ITIM analysis only on this set
of test lines leads to significant savings in computer time. In the
present study we have used a probe sphere radius of 1.25 Å, dgrid = 0.5 Å (in accordance with the suggestion
of Jorge et al.[55]) and N = 4.The last step needed to compute the position of the penetrant
relative to the intrinsic surface is to interpolate the position of
the surface (which is so far known only at a discrete number of points,
corresponding to the positions of the detected interfacial atoms)
to the XY projection of the penetrant. To do this
task, several methods can be used,[69] out
of which we have tested two, namely, the method of lifted Voronoi
polygons[90] and the triangular interpolation.[69] These algorithms have been described and compared
thoroughly in the study of Jorge et al.;[69] thus, here we provide only a brief explanation of the differences
between them (see Figure 1c and e of ref (69)). In the lifted Voronoi polygons method, the Z position of the intrinsic surface is approximated by that
of the surface molecule with smallest lateral distance from the ion.[90] In the triangular interpolation, on the other
hand, the Z position of the intrinsic surface is
obtained by linear interpolation between those of the three nearest
interfacial molecules enclosing the XY projection
of the ion.[69]
Reconstruction
of the Intrinsic Potential
of Mean Force
To compute the intrinsic Helmholtz free energy
profile we have applied the constrained molecular dynamics approach.[14,15] The free energy profile is obtained by integrating the mean force
required to keep the penetrant at predefined positions along a reaction
coordinate. In our present intrinsic variant the reaction coordinate
is the distance zintr of the penetrant
from the intrinsic surface along the macroscopic surface normal axis.
As a starting point for the series of constrained simulations, an
equilibrated configuration of the ion-free water–DCE interfacial
system has been taken from our previous work,[67] and a randomly chosen water molecule, situated well inside the bulk
aqueous phase, has been replaced by the Cl– ion.
The energy of the system has been minimized, and a 1 ns long relaxation
run has been performed.To create the starting configurations
required for each subsequent run, the Cl– ion has
been moved manually, in increments of 1 Å, from the position
it occupied at the end of the previous run toward the bulk organic
phase along the macroscopic interface normal axis Z. After each of such moves, the energy of the system has been minimized,
and the system has been equilibrated for 100 ps. After the equilibration,
an additional 500 ps production run has been carried out, during which
configurations have been saved every 5 ps for the subsequent analysis.For each saved configuration, the force FZ(t) required to keep the Z component of the ion position fixed with respect to the global coordinate
frame has been recorded. Then, with the intrinsic ion–interface
distance, zintr(t), provided
by the ITIM analysis, one can readily obtain the constraint force
as a function of the intrinsic distance, F(zintr). The values F(zintr) are then rebinned using the same bin width as the distance used
to displace the ions, namely, 1 Å, therefore providing a conditional-constraint
averaging ⟨F(zintr)⟩. The integration of ⟨F(zintr)⟩ along the reaction coordinate zintr provides the intrinsic Helmholtz free energy profile. Since zintr depends linearly on the absolute position
of the ion along the macroscopic Z axis, no Fixman
correction[91] is required.
Cluster Analysis
When applying the
above-described procedure one has to be aware that the first hydration
shell is usually coextracted with the ion as it moves into the organic
phase. The coextraction of water by ions has been observed both by
experimental and by theoretical methods. The group of Kusakabe[92,93] have determined the number of waters coextracted with halide anions,
among them Cl–, in different organic solvents including
1,2-DCE. They have shown that each ion brings a certain number of
water molecules to the organic phase regardless of the chemical nature
of the organic phase. A wide range of theoretical works in the field
also demonstrates the presence of coextracted waters in the organic
phase. Benjamin and co-workers mention the problem of coextraction
and water finger formation for instance in their work from 1995.[49] In a later paper Benjamin and Rose address the
question of how the number of coextracted waters influence the calculated
free energy of solvation.[94] Their results
showed that indeed it is only possible to reproduce quantitatively
the experimental free energies using a hydration number equal to the
experimental one, whereas for the pure ion they obtain results that
largely overestimate the experimental free energy difference.In the present set of simulations the number of coextracted water
molecules in the hydration shell of the Cl– ion
turned out to be 20. To check how reproducible this value is, we have
also performed a set of 100 out-of-equilibrium runs in which the ion
was pulled by a constant force through the interface. (Unfortunately,
repeating the full set of the original, quasi-equilibrium simulations
several times turned out to be a computationally far too extensive
task.) The number of the coextracted water molecules has been found
to be 19 ± 3, in an excellent agreement with the 20 waters coextracted
in our quasi-equilibrium set of runs.The coextracted water
molecules in the hydration shell of the Cl– ion
should clearly not be considered for the intrinsic
surface calculation once the hydrated ion exits from the aqueous phase.
Otherwise, the ITIM method will misidentify these molecules as interfacial
ones as they will stop the probe sphere before it reaches the region
of the real interface. In this case, the ion will seemingly never
cross the interface. This situation is depicted in the last panel
of Figure 1. To overcome this problem, the
two situations with the hydration shell attached to and detached from
the aqueous phase (see panels b and c of Figure 1) have to be clearly distinguished.
Figure 1
Snaphosts of the system as taken from
our simulations, with the
penetrant at different intrinsic distances. Water O and H atoms are
marked by red and white colors, respectively, while the penetrant
Cl– ion is represented by a green sphere. (a) The
Cl– ion is in the aqueous phase, close to the surface.
The start of the formation of a water finger can be observed. (b)
The Cl– ion is at the intrinsic water surface and
well beyond the Gibbs dividing surface, situated at the tip of a clear
water finger it pulled out of the surface. The hydration shell of
the ion is still attached to the aqueous phase. (c) The hydrated Cl– ion is already in the organic phase, located farther
from the intrinsic water surface than its radius. The hydration shell
of the ion is already detached from the aqueous surface.
Snaphosts of the system as taken from
our simulations, with the
penetrant at different intrinsic distances. Water O and H atoms are
marked by red and white colors, respectively, while the penetrant
Cl– ion is represented by a green sphere. (a) The
Cl– ion is in the aqueous phase, close to the surface.
The start of the formation of a water finger can be observed. (b)
The Cl– ion is at the intrinsic water surface and
well beyond the Gibbs dividing surface, situated at the tip of a clear
water finger it pulled out of the surface. The hydration shell of
the ion is still attached to the aqueous phase. (c) The hydrated Cl– ion is already in the organic phase, located farther
from the intrinsic water surface than its radius. The hydration shell
of the ion is already detached from the aqueous surface.To make this distinction, we have used the method
recently proposed
by Pártay et al.[68] Thus, we define
the aqueous phase to be the largest hydrogen bonding cluster of the
water molecules in the system, and the hydration shell molecules as
those water molecules the O atom of which is closer to the ion than
3.9 Å, i.e., the position of the first minimum of the corresponding
radial distribution function. Two water molecules are defined to belong
to the same cluster if they are connected via a chain of hydrogen
bonding pairs, and two water molecules are regarded to be hydrogen
bonded to each other if the distance of their O atoms and closest
O–H pair are less than 3.35 Å and 2.45 Å, i.e., the
first minimum position of the corresponding radial distribution functions,
respectively. Finally, the hydrated ion is considered to be in the
aqueous phase only if at least one of its hydration shell molecules
belongs to the largest water cluster.It turned out that in
those cases when the size of the cluster
to which a hydration shell water molecule belongs was at least three
times the size of the hydration shell itself, this cluster was always
also the largest cluster in the system. This allows reducing the computational
costs of the procedure by stopping the algorithm when this critical
cluster size is reached. However, the cluster analysis still turned
out to be computationally as expensive as the MD simulation itself,
and nearly as expensive as the ITIM analysis, which is the slowest
step of the entire procedure. Hence, performing cluster analysis added
an extra 30% to the computational cost. The computational costs of
various steps of the algorithm, expressed in percentage of the total
time needed to perform the entire procedure, are listed in Table 3.
Table 3
Computational Cost
of the Subprocedures
Constituting the Total Protocol of Reconstructing the Intrinsic Free
Energy Profile, Expressed in Percent of the Total Time Needed To Run
the Subroutine for One Single Configuration
procedure
time demand
MD simulation
28%
cluster analysis
27%
ITIM analysis
42%
triangular
interpolation
1%
Voronoi method
1%
merging
1%
reslabbing and integration
1%
Solvation
Free Energy Profiles
Nonintrinsic Solvation
Free Energy Profile
The free energy profile of the chloride
ion across the water–DCE
interface is shown in Figure 2. For comparison,
the density profiles of the entire aqueous and organic phases as well
as of their first three ITIM layers are also shown as obtained in
the ion-free reference system.[67] The complete
free energy profile, interpreted thus together with the density profiles
of the system, provides us with more detailed information. As seen
in Figure 2, the free energy profile can be
divided into three main regions, namely, a more or less constant part
in the bulk aqueous phase (region I), a smoothly increasing part starting
from the subsurface region of the aqueous phase (region II), which
eventually turns smoothly into a plateau in the subsurface and bulk
regions of the organic phase (region III). Region I corresponds to
the ion being solvated in the bulk aqueous phase, where the opposite
phase is far enough to exert negligible forces on it. Region II, i.e.,
the monotonically increasing part of the profile spans through the
interfacial region, i.e., where the density of both water and DCE
changes substantially. The free energy increase in this region is
due to the progressively increasing net force the ion is subjected
to upon approaching the organic phase. However, this monotonic increase
of the profile reflects also the effect of the averaging over the
fluctuating water surface, and hence no clear conclusion on the microscopic
details of the energetics of the ion in the transition region can
be drawn from this profile. This part of the profile turns smoothly,
without exhibiting any other feature, into the plateau of region III,
where the average free energy value of 55 kJ/mol corresponds to the
work required to bring the hydrated ion from water to 1,2-dichloroethane.
This value turns out to be comparable with the results of previous
computational studies, which report values ranging between 50 and
60 kJ/mol for similar systems.[49,81,94] Furthermore, it is also in good agreement with the corresponding
experimental value of 51.9 kJ/mol.[95]
Figure 2
Nonintrinsic
free energy profile of the Cl– ion
across the water–DCE interface (bottom panel). For reference,
the (nonintrinsic) mass density profiles of the water and DCE molecules
(filled and open squares, respectively) together with those of the
first three molecular layers of both phases, detected by the ITIM
method (solid lines), are also shown (top panel). The density profiles
were obtained in the ion-free system.[67]
Nonintrinsic
free energy profile of the Cl– ion
across the water–DCE interface (bottom panel). For reference,
the (nonintrinsic) mass density profiles of the water and DCE molecules
(filled and open squares, respectively) together with those of the
first three molecular layers of both phases, detected by the ITIM
method (solid lines), are also shown (top panel). The density profiles
were obtained in the ion-free system.[67]
Intrinsic
Free Energy Profile
We
have reconstructed the intrinsic free energy profile of the chloride
ion through the water/DCE interface using both the method of lifted
Voronoi polygons and triangular interpolation (see section 2.2). The obtained profiles are shown in Figure 3 and compared to each other and to the nonintrinsic
curve. The two intrinsic free energy profiles look very similar, apart
from a small shift along the Z axis of about 2–3
Å, thus confirming the robustness of the approach. Similar shifts
have been seen previously in various intrinsic density profiles calculated
using these methods.[69] Since the method
of lifted Voronoi polygons resulted in a slightly less noisy curve,
in the following we only discuss the intrinsic free energy profile
obtained this way. In Figure 3 it is seen that
the free energy difference between the two bulk phases calculated
from the intrinsic profile is in good agreement with that obtained
in the nonintrinsic case. This fact shows that the bulk regions are
not affected significantly by the instantaneous fluctuations of the
interface caused by the capillary wave effect. However, upon approaching
the interfacial region, the effect of the fluctuations becomes clearly
visible in the intrinsic profile. Here, in contrast to the smooth
and monotonic character of the nonintrinsic profile, the intrinsic
curve exhibits several additional features, such as a local maximum,
a local minimum, and an under-sampled region.
Figure 3
Comparison of the nonintrinsic
(top panel) and intrinsic (bottom
panel) free energy profiles of the penetrant Cl– ion at the water–DCE liquid–liquid interface. The
intrinsic profiles obtained by the method of lifted Voronoi polygons
and by using triangular interpolation are shown by full and open circles,
respectively.
Comparison of the nonintrinsic
(top panel) and intrinsic (bottom
panel) free energy profiles of the penetrant Cl– ion at the water–DCE liquid–liquid interface. The
intrinsic profiles obtained by the method of lifted Voronoi polygons
and by using triangular interpolation are shown by full and open circles,
respectively.To have a better understanding
of the features of the intrinsic
free energy profile, we present it together with the intrinsic density
profiles of the two phases (relative to the intrinsic water surface)
in Figure 4. However, one has to keep in mind
that the density profiles correspond to the ion-free system,[67] and hence any comparison can only be regarded
as semiquantitative. The most apparent feature of the intrinsic profile
is the presence of a clear maximum of about 63 kJ/mol around −5
Å. To understand the origin of this maximum, it has to be reminded
that as the ion crosses the Gibbs dividing surface it pulls out a
water “finger” with itself, being situated on the top
of it.[17,80,81] In terms of
an intrinsic analysis, however, the chloride ion inside such a water
finger is still at the aqueous side of the (intrinsic) interface (see
snapshot in Figure 1b). The free energy maximum
can thus be attributed to the increased number of water–organic
contacts (i.e., increase of the area of the interface between the
two phases) and also that the chloride ion, located at the tip of
the finger, has more unfavorable contacts with DCE than when it is
located either in the bulk aqueous phase or, being surrounded by its
hydration shell, in the bulk DCE phase. To quantify this effect we
have calculated the average hydration number of the chloride ion at
different values of its (signed) distance from the intrinsic surface, zintr, and found that around this free energy
maximum it has, on average, 15% fewer contact water neighbors than
in either of the two bulk phases.
Figure 4
Intrinsic free energy profile of the Cl– ion
across the water/DCE interface, obtained by the method of lifted Voronoi
polygons (bottom panel). For reference, the intrinsic mass density
profiles of the water and DCE molecules (filled and open squares,
respectively) relative to the water surface are also shown as obtained
in the ion-free system[67] (top panel). The
delta-like peak at the precise position of the water surface has been
removed for clarity of visualization (for details, see ref (67)). The arrows show the
profile at the intrinsic distance values corresponding to the three
snapshots shown in Figure 1.
Intrinsic free energy profile of the Cl– ion
across the water/DCE interface, obtained by the method of lifted Voronoi
polygons (bottom panel). For reference, the intrinsic mass density
profiles of the water and DCE molecules (filled and open squares,
respectively) relative to the water surface are also shown as obtained
in the ion-free system[67] (top panel). The
delta-like peak at the precise position of the water surface has been
removed for clarity of visualization (for details, see ref (67)). The arrows show the
profile at the intrinsic distance values corresponding to the three
snapshots shown in Figure 1.This maximum is followed by a descending part of
the free energy
profile, still at the aqueous side of the intrinsic surface. This
reflects the progressive narrowing of the bottleneck of the water
finger through which it is attached to the aqueous phase and the consequent
reorganization toward the formation of a quasi-spherical isolated
hydration shell around the chloride ion. This process corresponds
to an increased shielding effect of water molecules around the ion
and the decrease of the unfavorable water–DCE contacts, and
eventually to a decrease of the free energy.This descending
part of the profile is followed by a nonsampled
region between the zintr values of about
−0.3 and 8 Å. The presence of this region indicates that
no configuration characterized by such intrinsic distance values occurs
during the course of the simulation. The reason for this can be understood
considering the fact that the chloride ion is coextracted to the organic
phase together with its first hydration shell,[96] and hence it cannot be closer to the intrinsic surface
at its organic side than the radius of this shell. On the other hand,
when the ion is located at the tip of a water finger, it can be arbitrarily
close to the surface, and the value of −0.5 Å simply reflects
the resolution of our profile. Stated differently, before its detachment
the hydrated ion still belongs to the aqueous phase, although the
chloride itself is rather close to the surface (being situated at
the tip of the water finger), whereas just after the detachment the
entire hydrated ion is regarded to be in the organic phase, evidently
being farther from the intrinsic surface than its radius. It should
be emphasized that the presence of this nonsampled region does not
indicate any sudden displacement of the ion, rather, the breaking
of the hydrogen bonds connecting its hydration shell to the aqueous
phase. This means that two infinitesimally close configurations (i.e.,
when the hydrated ion is just before and after the detachment) correspond
to two markedly different values of our reaction coordinate, zintr. As a consequence, the integration of the
mean force cannot be used inside the nonsampled region, and hence
the free energy profile beyond this region is, in principle, defined
only up to an additive constant. However, since the configurations
corresponding to the boundaries of this region are infinitesimally
close, the continuity of the free energy allows us to find the physically
meaningful value of this constant, requiring that the two boundaries
of the nonsampled region correspond to the same free energy value.Once the hydrated ion is detached from the aqueous phase but is
still close enough to it, the attraction between the hydrated ion
and the first molecular layer of the aqueous surface is still significant.
Hence this layer experiences the competing attraction of the bulk
aqueous phase and the hydrated ion. As a consequence, the first molecular
layer is less strongly attached to the aqueous phase than either when
the ion is in bulk water or when it is far enough from the interface
at its organic side (see snapshots of Figure 1a and c). Thus, the progressive displacement of the chloride ion
farther from the interface at its organic side corresponds to a decrease
in the free energy (beyond the zintr value
of about 10 Å), reflecting the relaxation of the first molecular
layer of the aqueous phase.
Summary
and Conclusions
The calculation of free energy profiles has
become widespread during
the last decades, thanks to the development of a series of methods
which introduce an enhanced sampling in regions of the phase space
that are otherwise rarely visited by standard simulation algorithms.[6−15] However, when calculating the free energy profile of a penetrant
through an interface, using a simulation box-fixed reference frame
to define the reaction coordinate, capillary waves can smear the obtained
profile to such an extent that many of its important features are
obscured. Here, we have introduced the concept of the intrinsic free
energy profile, which is based on the adoption of a local reference
frame to properly describe the position of the penetrant with respect
to the interface. The intrinsic surface has been computed with the
ITIM approach, and two different variants of the calculation of the
penetrant position relative to the interface, namely, the methods
of lifted Voronoi polygons[90] and triangular
interpolation,[69] have been tested. We showed
that a combination of constrained dynamics and conditional sampling
can efficiently give access to the true free energy profile and reveal
those features that are concealed by capillary waves in conventional
calculations. Our approach requires only the constraint force and
trajectory of a conventional potential of mean force calculation and
can therefore be used to extract the intrinsic free energy profile
from existing simulation data of the conventional, nonintrinsic free
energy profile.The importance of the intrinsic treatment in
free energy profile
calculations has clearly been demonstrated by the particular case
of a chloride ion at the water–DCE liquid–liquid interface.
Thus, the intrinsic treatment revealed several peculiar features of
the free energy profile that were not seen in the conventional, nonintrinsic
one. Among others, it turned out that the transfer process of the
ion from one phase to the other is a process requiring activation
energy, as the free energy profile exhibits a clear maximum at the
aqueous side of the interface. Further, the fact that the ion coextracts
its first hydration shell into the organic phase is also clearly indicated
by the presence of a nonsampled region in the intrinsic profile, the
width of which roughly corresponds to the radius of the hydrated ion.
Our results suggest that, in the case of an apolar penetrant, which
is not expected to coextract hydrating water molecules, no such nonsampled
region of the intrinsic free energy profile should occur, and hence
the calculation of such a profile would provide further support to
the present results. Work in this direction is currently in progress.