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8/11/2019 Internal Soliton
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Journal Code: Article ID Dispatch: 23.07.14 CE: Maria Nicasana Buenavista
D A 2 8 4 3 No. of Pages: 16 ME:
INTERNATIONAL JOURNAL OF COMMUNICATION SYSTEMSInt. J. Commun. Syst. (2014)
Published online in Wiley Online Library (wileyonlinelibrary.com). DOI: 10.1002./dac.2843
01
02
03
RESEARCH ARTICLE0405
Performance analysis of distributed underwater wireless acoustic0607
sensor networks systems in the presence of internal solitons08
09
10 Amit Kumar Mandal,
, Sudip Misra, ,
, Mihir K. Dash and Tamoghna Ojha 11
12 School of Information Technology, Indian Institute of Technology, Kharagpur -721302, India
132Center for Oceans, Rivers, Atmospheric and Land Sciences, Indian Institute of Technology, Kharagpur -721302, India
14
15
16
17SUMMA
RY
18
In this paper, we have analyzed the performance of distributed Underwater Wireless Acoustic Sensor Net-
Q
119 works (UWASNs) in the presence of internal solitons in the ocean. Internal waves commonly occur in a
20 layered oceanic environment having differential medium density. So, in a layered shallow oceanic region,21 the inclusion of the effect of internal solitons on the performance of the network is important. Based on var-
22 ious observations, it is proved that nonlinear internal waves, that is, solitons are one of the major scatterersof underwater sound. If sensor nodes are deployed in such type of environment, internode communication is
23
affected because of the interaction of wireless acoustic signal with these solitons, as a result of which network24 performance is greatly affected. We have evaluated the performance of UWASNs in the 3-D deployment25 scenario of nodes, in which source nodes are deployed in the ocean floor. In this paper, four performance26 metrics, namely, Signal-to-interference-plus-noise-ratio (SINR), bit error rate (BER), Delay (DELAY), and
27 energy consumption are introduced to assess the performance of UWASNs. Simulation studies show thatin the presence of internal solitons, SINR decreases by approximately 10%, BER increases by 17%,delay
increases by 0.24%, and energy consumption per node increases by 53.05%, approximately. Copyright
2014 John Wiley & Sons, Ltd.
Received 25 April 2014; Revised 7 June 2014; Accepted 4 July 2014
KEY WORDS: distributed underwater sensor networks; acoustic communication; internal soliton; acoustics
signal; scattering
1. INTRODUCTION
38 This paper presents the performance analysis of distributed UWASN systems in the presence of39
internal solitons, which commonly occur in shallow coastal oceanic environments having differen-40
tial medium density. UWASNs can be used to collect oceanographic data, monitor pollution, prevent41
disaster, and for tactical surveillance applications [14].42
Unlike the communication channel in terrestrial wireless sensor networks, which is mostly static43
in nature, underwater communication channel is much more dynamic [5]. This dynamism arises44
because of the nonuniform distribution of different physical parameters. There are various exist-45
ing literature (e.g., [612]) on UWASNs. However, they have ignored the effect of solitons on the46
network performance.47
A UWASN is formed of sensor nodes deployed in some region of the ocean, and they commu-48
nicate with one another through wireless mode using acoustic signals [13, 14]. The characteristics
49 of the deployment region varies both spatially and temporally. Some regions are prone to more nat-
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2 A. K. MANDALET AL.
01 urally occurring more dynamic oceanic phenomena than others. In those regions, communication
02 performance is affected because of the internode link quality degradation caused by the interaction
03 of acoustic signal with the dynamic oceanic physical phenomenon. One such phenomenon having
04 strong influence on acoustic signal propagation is internal soliton, which arises in a stratified oceanic
05 environment, typically in shallow water region of depth limited by 200 m. A strong internal wave,
06 which is nonlinear in nature, is known as an internal soliton, and it advances in packet form through
07
the ocean column. Solitons are well known in acoustics as sound scatterers [15]. They affect the08 acoustic signal of frequency, f, in the range 1kH 6f 650 kH , which is the optimum frequency
9 range of internode communication in UWASNs.10 In the soliton induced region, the wireless acoustic link quality is perturbed by the existence of11 soliton wave packets. The creation of solitons depends on both intrinsic dispersion and nonlinearity12
of the medium. In shallow water regions, internal solitons are often strongly nonlinear in nature13
[15]. They mainly affect the upper or shallow coastal regions of an ocean.14
15
2. RELATED WORK AND CONTRIBUTION16
17
18 There exist works (e.g., [1618]) on the study of performance of terrestrial wireless sensor network
19 under different scenarios. Unlike terrestrial wireless sensor network, UWASNs are subjected to
20 increased challenges because of adverse conditions of underwater channel. Again, compared to
21 deep water, shallow water is prone to increased dynamism. Therefore, it is important to assess the
22 performance of UWASNs in shallow underwater regions.
23 There are works (e.g., [19, 20]) specifically on shallow underwater acoustic networks, and gen-24 erally, on UWASNs, such as [21, 22]. Particularly, from the perspective of UWASNs, performance25 evaluation in the physical layer was undertaken on various aspects. Most of these pieces of work are26 focused on the physical characteristics of acoustic signal. There is lack of work on the performance27 evaluation of UWASNs in the presence of waves existing inside the water body of the ocean.28 Ismail et al. [23] assessed the performance of UWASNs on the basis of signal attenuation through
29 oceanic under water columns only. In [24], Zorzi et al. have taken linear topologies of sensor nodes30 and considered noise, propagation delay, and their impacts on the transmission power and band-31 width. They have not considered any realistic dynamic phenomena existing in the channel. Stefanov32 and Stojanovic [25] analyzed interference-induced performance analysis of wireless acoustic net-33 works. They modeled frequency dependent path loss of acoustic signals connecting nodes using34 the wireless mode of communication. The research work does not consider any realistic physically
35 occurring oceanic phenomenon in the channel. In [26], Babu et al. have considered the frequency
36 dependent fading and time variation characteristics of underwater channel. However, they have not
37 considered any underwater dynamic phenomenon like internal solitons. Xu et al. [27] evaluated the
38 performance of UWASNs by considering different metrics, such as packet delivery ratio, network
39 throughput, energy consumption, and end-to-end delay. However, performance evaluation was exe-
40 cuted in the presence of node mobility and other common aspects relevant to underwater channel.
41 They have not considered any dynamic underwater phenomena occurring in the ocean. In addition
42 to considering the commonly reported problems in underwater such as delay, path loss, and Doppler
43 spread [28], Ancy et al. have also shown the technique of data transmission in the presence of
44 shadow zone. However, they did not consider any dynamical phenomenon in the channel through45 which data transmission takes place. Llor et al. [29] analyzed the transmission loss of signals for46 UWASNs by considering the environmental factors, such as surface waves. However, they have not
47 considered any phenomenon governing the volume of water. Xie et al. [30] statistically modeled48 the path loss between two sensor nodes at a particular frequency and time. In predicting the path49 loss of an acoustic signal in underwater, they have only considered the surface wave activity on the
50 movement of sensor nodes.51 From the review of existing literature, it can be inferred that the effect of internal solitons on52 the communication performance has not been studied so far. In our work, we have considered the
53 existence of internal solitons in shallow oceanic coastal region and have studied their effect on the
54 performance of UWASNs.
Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
DOI: 10.1002/dac
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301
02
03 Internal solitons
are ubiquitous in coastal oceanic water having stratified layered column. In this04 section, we briefly
introduce their analytical characteristics and dynamics.05
06 3.1. Characteristics of internal soliton
07
08
091011
1213
141516
17
18
1920
21
22 _ The solitons in shallow water regions are usually observed in packet form. They are also known
23 as solitary waves. In particular, they are observed during summer when they are trapped in24 strong seasonal thermocline [33].
25 _ The solitons in shallow water are described by the Korteweg-de Vries equation [15], which is
26 explained in this Section briefly. These solitons exist in the rank order.
27 _ The wave packets are highly correlated. The maximum number of packets occurs during
the28 spring tide, and the minimum number of packets occurs during the neap tide [33]. After for-29 mation, they propagate shoreward, and their variation is also observed because of the change
30 in bottom topography.
31 _ Their surface signature is mainly observed in summer season because of the shift of
thermo-32 cline toward surface.33
34 3.2. Governing equations35
For an incompressible stratified fluid in a gravity field, the hydrodynamical equations are given36
as [34]:37
38
d U139 E
C _r
p f k U g
40 dt D _
_O _ E
__E (1)
41
42
@_
:U
_
D
0
(2)
Internal solitons propagate along the pycnocline of a ocean. However, their generation can be achieved in
different ways such as direct displacement of pycnocline, and conversion of complex tidal energy into the
pycnocline motion. The interaction of internal tide with the irregular bottom topography leads to the
formation of internal solitons. As their names imply, they propagate through the interior of the ocean.
Solitary waves are a class of non-sinusoidal, nonlinear, mostly isolated waves of complex shape occurring
frequently in nature [31]. Internal solitons consist of several oscillations confined in a particular region or
space. They always remain in packet form and can carry considerable shear velocity leading to turbulence
and mixing. This mixing often introduces bottom nutrients of ocean to the upper part in it. They play a
significant role in the dynamics of shal-low oceanic coastal zone as well as deep water zone [32]. They are
mostly found in the shelf region of an ocean and have significant impact on the acoustical properties in
shallow coastal area.
In our work, we consider UWASNs deployed in the shallow coastal zone of an ocean. Therefore, it is
important to understand the characteristics of internal solitons affecting the communication performance ofthe whole network. The following are the characteristics of internal solitons:
.
UNDERWATER WIRELESS ACOUSTIC SENSOR NETWORKS
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_
rEE _44
45 E:U 0 (3)E
D46 r
47 In Equation (1), .u x; u ; u/ is the velocity vector of a fluid parcel,p is the fluid pressure,gE
D48
k E49 is the gravitational acceleration, is the unit vector acting vertically upward along the increasing +z
direction, and f D 2_si n_is the Coriolis parameter, where_and_are, respectively, the Earths50 angular velocity of rotation and geographical latitude of a particular place on the Earth.51
Because of the presence of internal waves, density perturbation occurs. Using the Boussineq
52 approximation, we can write the density field in the presence of internal waves as
53
54_D _0./ C _per.x; y; ; t /; _per __0 (4)
Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
DOI: 10.1002/dac
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4 A. K. MANDALET AL.
01 In Equation (4), _0 is the equilibrium or unperturbed depth dependent density, and _per is the
02
perturbed density. As per Boussineqs approximation, vertical variation of _0./is significant for
03 only the buoyancy term, which is proportional tod_0 [15]. Let the shallow water region be bounded
04 by two surfaces, z = 0 and z = -D, where D is the depth in meters. Zero vertical displacement is05
applied at these two surfaces. Using Boussineq approximation, the hydrodynamical equations in the
06
presence of internal waves can be written as [35]:
07
@u
08 E :U 0 (5)
09Eh
C @ Dr10
11 @U 1 @U12 Eh Eh
rE Uh !D 0@t C _0r
E
p
0C
_
0
f k U
Cu
@C
:U
(6)13
_
_ h Eh
14 _ _ _
15@_
0 d_0
@_0
_D 0
16 :U
C
u d
C_
u@C_
rE_
_017 @t Eh (7)
18
19 @p0
@u :U u_C _0
@u20 @t
_
_ @ r @t (8)Eh
21 _ _22 In Equations (5)(8), D.ux; uy is the velocity vector existing in the x-y plane, and the23
Eh
operator is a two dimensional one, which is as
24 r25
E @ @ (9)26 i jO
@x CO
27
r D @y
28
29
3.3. Theoretical model for shallow water internal solitons
30
Tidal interaction with the ocean bottom topography appears to be the dominant mechanism for31
the generation of coherent internal waves near the continents [15]. It is well known that acous-32
tic transmission loss depends strongly on frequency. Again, the results of experiments reported in 33
the literature [36][33] show that wireless acoustic communication is affected because of acous-34
tic signal scattering over various frequency ranges by solitons arising due to vertical (upward and 35
downward) displacement of the pycnocline layer under the combined effect of buoyancy force and36
gravitational force. Therefore, while sensor network is deployed in such internal solitons induced 37
region, internode wireless acoustic communication is affected. 38 Uu39 We expand the vertical velocity, , and the horizontal velocity, h, in terms of eigenmodes. The
40 eigenmode representation of these two terms are as follows:
41142
u D
.U/n.u/n.x; y; t /
(10)
43
44
n
X45
146 U D _ d.U/n.u / .x; y; t / (11)47 dEh n h n48 nD1
X49
In Equations (10) and (11), nis the mode number, .U/n denotes the orthogonal eigen functions,50
and _n is a constant. The vertical displacement, _, of an isopycnal surface is represented as5152
153 _ r;E
t D _n.x; y; t /.U/n (12)54nD1
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XCopyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
DOI: 10.1002/dac
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UNDERWATER WIRELESS ACOUSTIC SENSOR NETWORKS 5
01
02
03
04
05
06
0708
09
10
11
12
13
Figure 1. Schematic view of generation and propagation of internal solitons in shallow coastal ocean.
14
15 Under the nondispersive and linear approximation, the function .U/nsatisfies the following second16 order differential equation as
17d
2U N218
(13)
d
2
c2
19
20 In Equation (13), the quantity Nis known as the BruntVisl frequency, which is in the order21
of 10 cycles/hr. It is expressed in terms of rad/s. When N2 > 0, the water column is stably stratified.22 It is expressed as2324
g d_025
N D __0 d (14)2627
With this frequency, N, a stably stratified column of water oscillates under the combined influence28
of gravity and buoyancy forces. Figure 1 shows a two-layered internal wave model in shallow water, 29
which shows the generation and advancement of internal solitons in the ocean. From the figure, we 30
see that the upper layer of density _1and depth d1is separated by the lower layer of density _2 >
_
1
31
and depth d2. Typically, in the mid-latitude continental shelf water [15], L varies in the range 132
5 km, the amplitude or the maximum elevation of pycnocline, _0 ranges from 0 to 30 m. From the33
horizontal view, we see that the characteristic soliton packet width, w , has value 100 m, the packet34
wavelength ranges from 50 to 500 m, the packet crest height, H , changes in the range 030 km,35
and two successive inter-packet distance varies in the range 1525 km. The velocity of the internal 36
wave, _i n, is expressed as3738
g._2__1/39 _ (15)40
i n 2._2
C_1 /.d1
Cd2/
41
42 The situation becomes different when solitons propagate through a medium having arbitrary stratifi-
43 cation. In this case, Korteweg-de Vries introduced a new analytical solution [15] for internal soliton.
44 Let us consider the situation where internal solitons propagate through arbitrarily stratified medium
45 with no rotation, that is, the Coriolis parameter, fc, is zero.46 Under small dispersion and small nonlinearity, the quadratic Korteweg-de Vries equation for
47 internal waves propagating along the +x direction is expressed as [3739]:48
@
_ @_ @_
@3
_49
(16)
_i
n C _1_ C _250 @t @x @x @x3
51 In Equation (16), the constant quantities, _1 and _2 are expressed as
52
53
_1 D
3_i n (17)
54
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Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
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6 A. K. MANDALET AL.
01
_2 D
_i n
ep
2
(18)02
03
04 In Equations (17) and (18), the parameters %and e are nondimensional environmental parameters.05
The solution of Equation (16) is as follows [40]:
06
07
sech2
x _V t08 _.x; t /
D
_ (19)
09 0 _ _10
11 This solution is alternatively known as the SECH solution. In Equation (19), Vis the nonlinear12 speed of soliton, and is the characteristic width. The parameters V and can, respectively, be
13 expressed in terms of _1 and _2 as14
_1_015
V D_i nC (20)31617
18
12_2
19
2
(21)D20
_1
_021
22 In Equation (23), _2 represents the positive oceanic gravity waves. However, in the shallow sea,
23 with strong mixing, _1 and _2 are positive. From Figure 1, we write the expressions for _1 and _2
24 as follows:
25
26
27
28
29
30
31
32
33
34
35
_
D
3_ d1_d2 ; f or 0 > > d (22)
1 2i n
d1d2 _ 1
_2 D
_
i n
d1
d2
; f or _d1 > >_D (23)6
4. NETWORK ARCHITECTURE
36 In this paper, we have considered the shallow water oceanic coastal region. In this region, the nodes
37 are deployed in such a manner that the sink nodes float on the water surface, and the other nodes
38 stay at the sea-bed. We have considered single hop communication, that is, the source nodes at the39 sea-bed directly communicate with the surface sink. The source nodes are equipped with long-range40 acoustic transceiver, whereas the surface sinks are equipped with both acoustic and RF transceivers.
41 The communication architecture is shown in Figure 1.42 The following assumptions are made in this work.43 _ The deployed nodes are homogeneous in nature.44 _ The nodes in the sea-bed span an area covering the maximum transmission range of a node.45 _ The nodes have the capability of directional transmission.46 _ The sink nodes can be stationary as well as mobile.47
_ Mutual acoustical interference among the source nodes is negligible.48
49 However, regarding communication, two issues may arise. One issue is the bandwidth decrement
50 of acoustic signal during propagation through the channel. Another is the nodes mobility for which
51 Doppler effect results. Bandwidth problem is minimized to some extent at the receiving end. As a
52 sensor node has the capability of amplification, the destination node will amplify the received signal.
53 As the source and destination nodes are not affected by solitons, there is a less probability of arising
54 Doppler effect.
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Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
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01
02
03
04
05
06
0708
09
10
UNDERWATER WIRELESS ACOUSTIC SENSOR NETWORKS 7
Table I. Acoustic frequency ranges throughinternal solitons.
Frequency band Frequency range
High frequency f >50 kHzMid frequency 1 kHz 6f 650 kHz
Low frequency
f 61 kHz
5. PROPAGATION OF WIRELESS ACOUSTIC SIGNAL THROUGH INTERNAL SOLITON
11 The internal solitons strongly scatter the underwater sound signal, and this scattering has strong12
dependency on the frequency, f, of the signal used. Internal solitons mainly affect three frequency
T113
bands [15], which are given in Table I.14 It is yet an open research problem to the researchers particularly which of the tracers in the15
internal wave scatters acoustic signal. In this paper, we have assumed that sediment carried out by16
internal solitons is the tracer responsible for scattering of acoustic signal. In shallow water, signal17 of frequency of the order of few hundred Hertz (Hz) faces less attenuation [15]. However, the opti-18 mum operating frequency of UWASNs lies in the range of few kH , thereby increasing the signal
19 attenuation. Interaction of acoustic signal with solitons leads to fluctuation in intensity, I, and pulse20 travel time, _. Along with, Iand _, the signal attenuation affects amplitude and phase.
21
22
23
24 5.1. Problem formulation for signal field calculation25 An internal soliton makes changes to the medium properties along its direction. Therefore, the range26 dependent Helmholtz equation is written as [41]:27
28
29
30
31
32
33
34
35
36
37
38
39
r2.r; / C _
2.r; / D 0 (24)
In Equation (24), ris the range, .r; /is the range and depth (z) dependent scalar function, and_.r; / D
! is the wavenumber of the propagating acoustic signal, which also signifies theC .r;/
range dependent properties of a wave propagating through the medium. Using the method ofpartial separation of variables, the scalar function .r; /is expressed as [41]:
X
.r; / D
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8 A. K. MANDALET AL.
01 In Equation (27), the parameters,CmlandDml, are the mode-coupling coefficients, and are02 functions of the density,_./, and the
eigen function.
03 We obtain the adiabatic mode solution corresponding to the single mode from coupled mode 04 equations by
setting the coefficients,CmlandDml, to zero, for acoustic field propagating along the 05 internal wavefront as
06
07
p.r; / D_
_
_
12 _
08
2
ei4A.r; /.r/.r/ (28)r
09
10 In Equation (28), Ais the amplitude of signal, is the phase, and the signal attenuation is accounted
11 by the parameter, . The aforementioned parameters are presented as follows:
1213
.s/.r/
14
A.r; / (29)
r
15
D s0 k.r/ dr
16
R
17
18r
i k.r / d r
19
0(30).r/ De R
2021
_
r
.r / d r22
.r/ 0
De ( 1
23
24 where ris the range of a sensor node over which communication takes place.
25
26 5.2. Modeling amplitude and attenuation coefficient of wireless signal27 In general, any wave is associated with two fundamental properties: amplitudeandphase. During28
propagation through internal soliton, the amplitude and phase of an acoustic signal get modified. In29
this section, we have modeled the amplitude and phase of an acoustic signal propagating through a30
medium consisting of internal solitons.31
Amplitude:32
The analysis in Section 5.1 for an acoustic field p.r; /is valid when signal propagation takes place33 across the soliton wavefront. However, as evident from the Figure 1, the propagating acoustic signal
34 makes angles with the propagation direction of an internal soliton. The schematic representation of
F2 35 the scenario is shown in Figure 2. From the figure, we observe that the wavenumber makes an angle 36 with the propagation direction of the soliton. So, the component of the wavenumber along the
37direction of propagation of solitons is
k cos . Therefore, the integral,38 E
39 r40
dDZ
0
k
(32)41 drr4243
44
45
46
47
48
49
50
51
52 (a) Signal propagation through internal solitons (b) Network architecture of UWASNs53
Figure 2. Signal propagation through internal solitons.54
Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
DOI: 10.1002/dac
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UNDERWATER WIRELESS ACOUSTIC SENSOR NETWORKS 9
01
02
03
04
05
06
0708
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
t an .D=r /
_
_f
_cot :
d
D Z0
2
:t an (33)C
0 D
t an .D=r /
D .f =C0/ Z0 d (34)
We calculate the eigen functions, .s/and .r/. For source depth, s, of 200 m and receiver
at the surface, that is, r D0m, the eigen functions are expressed as
. /
D
cos __D 1 (35)
Ds _
_D _
. /
D
cos __0
_ D
1 (36)
r _ DTherefore, the numerical value of phase, A, is expressed as
AD
1 (37)
Dan r
fdC0
R
0
24 Attenuation coefficient:25
During the propagation of acoustic signal through internal solitons, scattering of signals occurs.26
This scattering occurs due to the interaction of signal with suspended sediments carried by waves.27
We have considered sand as the major contributor to sediments. We have assumed that there is a28
homogeneous suspension of sphere of radius Rs, and we have adopted the sphere scattering model.29
The attenuation coefficient due to scattering with the internal wave is expressed as [42]:30
31
D
3M
.k/
(38)
32
4Rs_s
33
34 In Equation (38), Mis mass concentration of suspended sediment, _s is the density of suspended
35 particles, whose value is taken as 2650kg_ms [43], Rs is the dimension of the suspended particles,
36 and is the normalized total scattering. We have considered four sets of frequencies, viz., 20, 30,
37 40, and 50 kHz, and four sets of radii for suspended sediment, which are100, 150, and 200_m.
38 The calculation of wavelength shows that the wavelength of the propagating acoustic wave is sub-
39 stantially greater than the circumferential length of the suspended particles. Therefore, scattering40
falls in the Rayleigh regime. For Rayleigh scattering, the function, , can be expressed as [44]:
41
_
e _1 g _142
D
2x4
C
(39)
3e 2g C14344
In Equation (39), xDkRs; eD39is the ratio of elasticity of sand grains to water, gis the ratio45 of density of the sand grains to water. Substituting the values of eand g, we obtain the final equation46 of as47
48D 0:26x
4
49
50
D
0:26_16_4 .f R
s
/4 (40)
c451
52
53 The variation of attenuation coefficient for different frequencies under different particle sizes is
54 shown in the Figure 3. F3
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10
01
02
03in
04
B&W
05
06
Onli
ne,
0708
09
Color
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
A. K. MANDALET AL.
0.6
]
Rs= 100 [m]
Rs= 150 [m]
0.5 Rs= 200 [m]
()
0.4
Co-efficient
0.3
0.2
Attenuation
0.1
025 30 35 40 45 5020
Frequency [kHz]
Figure 3. Variation of attenuation coefficient.
Table II. Scattering parameter and attenuationcoefficient of signal for different particles size.
Rs._m) f (kHz)
100 20 0:0013 _10_6 0:0018 _10
_6
30
0:0065_10_6
0:0092_10_6
40 0:0021_10_6 0:0290_10_6
50 0:0500 _10_6
0:0708 _10_6
150 20 0:0065_10_6 0:0061_10_6
30 0:0328_10_6 0:0310 _10_6
40 0:1037_10_6 0:0980_10_6
50 0:2533 _10_6
0:2390 _10_6
200 20 0:0205_10_6 0:0145_10_6
30 0:0137_10_6 0:0730_10_6
40 0:3279 _10_6 0:2320 _10_6
50 0:8004_10_6
0:5670_10_6
33 As the intensity of scattering mainly depends on the particle size, and the frequency of acoustic
34 signal, we have observed attenuation coefficient for different particle sizes and variable frequencies.
35 Therefore, the intensity of the acoustic signal is expressed as
36
In Dp:p_37 (41)
38
39 C0 1 : exp : 100 (42)
40
D f t an 1
D
__ si n2
_f r41
d42 C0 0
43 R
44 C si n 100
_
45
D
0
: exp__:
(43)
f
D
si n2
46
47
Finally, the transmission loss of a propagating signal is given as48
T L D_10 logjInj49
(44)50
51
6. PERFORMANCE EVALUATION52
53 In this section, we have analyzed the performance of UWASNs in the presence of internal solitons
54 with respect to different metrics.
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12 A. K. MANDALET AL.
01 ideal channel scenario, and ours consider the case of channel induced by internal soliton, we have02 taken
the Thorp model as the benchmark for performance comparison. In this work, we measure the 03
performance variation when the channel switches from ideal channel in Thorp to the internal soliton 04
induced one.0506
6.4. Result and discussion
07
08
The results obtained with respect to the three metrics are given in the succeeding text. The results
9 were compared with the results obtained using Thorp. To denote the Thorp scenario, we have used
10 the notation p0, and to signify the internal wave induced scenario, we have used the notation p1.11
F4 12 1) SINR: Figure 4 shows the variation of SINR with frequency under variable data rates. We
13 observe from the figures that irrespective of whether the nodes are static or dynamic, the SINR14 values for Thorp are always more than the internal wave induced one. A close observation reveals
15 that with the increase in data rate, SINR decreases. This is because as the data rate increases,16 the probability of occurrence of interference increases, and at the same time, more data will be17 associated with noise. It is seen from the figure that SINR in the static state is higher than in the18 dynamic state. With the increase in the mobility of nodes, SINR decreases. Additionally, we see19 from the figure that with the increase in frequency, SINR increases gradually at first and then20 decreases monotonically. This is because with the increase in frequency, the attenuation of sound
21 also increases. So, even an addition of a noise of low intensity with low intensity sound decreases
22 the SINR. We see from the figure that, as compared to the dynamic node, the rate of decrease of23 SINR with the increase in frequency is lower in case of static nodes under the Thorp scenario. For
24 the static scenario, the value SINR using the Thorp model increases by 9.35% for static situation of
25 the nodes, and by 9.79%, when the nodes are mobile.26
F5 27 2) BER: Figure 5 shows the plot of BER for different frequencies for different data rates. From
28 the figure, we observe that BER for the Thorp model is always higher than the internal soliton
29 induced channel model. We infer that as compared to the data rate of 1000 and 2000 bps, BER30
31
3233
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
Figure 4. Variation of SINR in presence of internal soliton. 54
Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
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UNDERWATER WIRELESS ACOUSTIC SENSOR NETWORKS 13
01 decreases rapidly with the increase in frequency for data rate of 500 bps. This is because for low
02
data rate, the volume of data sent per unit time is less, and therefore, less data is available for getting
03 corrupted. On the other hand, for the internal soliton induced case, there is no significant decrease04 in BER. The high BER is due to the interaction of acoustic signal with the internal soliton. We see05 from the figure that BER gradually decreases up to 30 kHz and then again increases up to 50 kHz.
06 This is because with the same data rate, when frequency increases, the volume of data passing
07
between the intermediate nodes becomes faster, as a result of which the interaction of data with08 channel increases. Again, we see that when the mobility of nodes increases, the BER increases.
09
10 0.044 0.048
11 0.042 0.04612
0.04
BER
0.044
0.042
13
0.0380.04
0.036
14
0.
038
0.034
0.
036
0.032
0.034
16
10
20
30
40
50
10
20
30
40
50Frequency [kHz] Frequency [kHz]
17
18
19 (a) BER for data rate 500 bps (b) BER for data rate 1000 bps20
0.054
21
0.052
22
0.05
BE
R
0.048
23 0.046
24
0.044
0.042
25
0.04
26 0.038 10 20 30 40 50
27Frequency [kHz]
28
29 (c) BER for data rate 2000 bps30
Figure 5. Variation of BER in the presence of internal solitons.31
32
33 0.243 0.195
34
0.
242 0.194
0.241
[sec]
0.193
35 0.24 0.192
36 0.239
Delay
0.191
37 0.238 0.190.237 0.189
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
Int. J.Co
mmun.Syst.(2014)
DOI
:10.
10
02/da
c
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gure . ar at on o e ay n t e presence o nterna so tons.
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14 A. K. MANDALET AL.
01
0.3 0.30203 0.25 0.25
04 0.2 0.2
05
0.15 0.15
06
0.1 0.1
07
0.05
0.0508
0 009 10 20 30 40 50 20 30 40 50
Avg.e
nergyc
onsum
ption/n
ode[J]
Avg.energyconsumption/node
[J]
10
Prin
tin
B & W O
nlin
e , C ol or
10 Frequency [kHz] Frequency [kHz]
11 (a) Avg. energy consumption/node for data rate 500 bps (b) Avg. energy consumption/node for data rate 1000 bps
12 [J]
0.3
consumption/node
13
0.2514
0.215
16 0.15
17 0.1
energy
18 0.05
19
Avg
.
0
20
10
20
30
40
50
Frequency [kHz]
21 (c)Averageg energy consumption/node for data rate 2000 bps
22
23 Figure 7. Variation of average energy consumption/node in the presence of internal solitons.
24
25
26
27
28
2930 When a moving node transmits data to its neighbor, the probability of corruption of data increases.31 Analytically, it can be shown that in the presence of internal solitons, BER increases by 15.76% for32
33 static nodes and 17.21% when the nodes are.
3435 3) Delay: Figure 6 shows the variation in delay with respect to frequency under variable data36 rates. From the figure, it is obvious that the time taken by a stat ionary source node to transmit data37
38 to sink nodes is much less than the time taken by the mobile source nodes. However, in the presence
39 of solitons, delay is more than in the absence of it. However, the delay profiles under the static40 situation of the nodes are almost similar for all the data rates. It can be inferred that the travel time41
does not depend on data rate. It depends on the frequency of the signal used and the kinematics of42
43 the nodes. On an average, the delay for the moving nodes increases by 0.24% in the presence of
44 internal solitons.45
464) Energy: Figure 7 shows the average energy consumed by each of the nodes due to commu-
47
48 nication. When the nodes are in the static mode, the energy consumption is more in the presence
49 of internal soliton than using the Thorp model. When the nodes move with the meandering cur-50 rent, they consume more energy. Again, we observe from the figure that compared to the case using51
52Thorp, the nodes consume more energy than in the internal soliton induced region. Numerically,
53 we can infer that in the presence of internal solitons, the energy consumption per node under static
54 situation increases by 53.31% and 52.78% for the moving nodes.
Copyright 2014 John Wiley & Sons, Ltd. Int. J. Commun. Syst. (2014)
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UNDERWATER WIRELESS ACOUSTIC SENSOR NETWORKS 15
01 7. CONCLUSION02
03 Our study focuses on the performance analysis of distributed UWASNs in the presence of inter-
04 nal solitons. The study was performed in the shallow coastal region of the ocean. To simulate the
05
environment, we used NS-3 simulator. We took 200 m depth of the simulation region. We have ana-
06
lyzed the performance of UWASNs in terms of some performance metrics, viz., SINR, BER, delay,
07
and energy consumption per node. These metrics are observed to be affected by the presence of08 internal solitons. To calculate transmission loss, we have calculated the intensity of acoustic signal
9 propagating through internal wave.10
Based on the analysis, it is observed that in the presence of internal solitons, SINR decreases11
by 9.57 %, and BER increases by 16.49 %, delay increases by 0.24 %, and energy consump-12
tion per node increases by 53.05 %. In the future, we plan to perform similar studies with other13
oceanic phenomena, such as the effects of raindrops on near-surface oceanic environments. Follow-14
ing the present analytical and simulation based studies, we also plan to perform real-life field test15
experiments in the future.16
17
18
ACKNOWLEDGEMENT
19
This work is partially supported by a grant from the Department of Electronics and Informa-
20 tion Technology, Government of India, grant no. 13(10)/2009-CC-BT, which the authors gratefully21
acknowledge.22
23
24 REFERENCES
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