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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072
© 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1263
Ocean Dynamics and Sediment Transport Measuring
Acoustic and Optical Instruments
PEARLIN SAM JINOJ T.1 SUSEENTHARAN V.2 RAMESH R.3
1 Research Scholar, Institute for Ocean Management, Anna University, Chennai – 600025, India
2 Scientist – C, National Institute of Ocean Technology, Chennai – 600100, India
3Professor, Institute for Ocean Management, Anna University, Chennai – 600025, India
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Abstract - Recently the coastal and ocean ecosystem/morphology shows great variability because of different
phenomenon such as natural process and anthropogenic activities. In order to predict and ascertain the changes and
variability, it’s necessary to be aware of the advanced technology. But, in oceanic environments the technology to be
applied for research is little complex compared to the terrestrial environmentbecauseoftheoceannature&dynamics
such as waves and other complex process such as the wind circulation, Coriolis force by earth rotation, evaporation,
sinking of water in high latitude and so on. Further such process shows the dynamic change in past and present
shoreline, near-along shore current circulation pattern and ocean hydrodynamics. The objective of this paper is to
study the measurement techniques of ocean physical process and changes in the geo-morphologybycirculation,wave
parameters, bottom stress and suspended sediment concentration using new sensor technology.Measurementofnear
bottom velocity profiles, water particle velocity, pressure, optical and other parameters including velocity profiles,
temperature, salinity, sediment size classes, sonar images and profiles will give the hydrodynamics and Sediment
transport. Also by using such sensor based instruments for turbidity, pressure & continuous near bottom wave
characteristic, bottom velocity etc., it gives sufficient dynamic parameters. The acoustic and optical type of sensor
instrument discussed here can be used to measure all the dynamic parameters of ocean for suitable applications.
Keywords - Acoustic Doppler Current profiler (ADCP), Acoustic Doppler Velocimeter (ADV), Single & Multi-beam Echo-
sounder, Acoustic signal, Optical Backscatter sensor, Optical Laser diffraction instrument
I. INTRODUCTION
The natural process of Ocean circulation, Sediment littoral movement and shorelinemorphology [1]arehighlycomplexto
predict. But the dynamic nature such as unsteadiness, non-uniformity of surface water flow, the sediment movement in the
different cells is rarely in an equilibrium state. Coastal process [2] is influenced by waves and tide which forces the
distribution of sediment based on direction and its load movement. Such change may or may not reduce the near shore
habitats [3] because of flux changes due to erosion or accretion and sedimentation. The natural effect and its forces by wind,
tides can not be controlled and it paves way to Air-Sea Interaction, Coastal CirculationandPrimaryProduction [4]indifferent
part of Oceans.
The major dominant processes along the coastal sea in terms of erosion are i) coast destructed by the hitting waves and
sediment movements ii) bed or suspended materials drift in coast and deposit iii) settlement of floating sedimentparticlesin
bed. The force and its action may not be stopped and the morphological changes happening along the coast can be altered
based on different monsoon season [5]. In shallow water region, the manmadestructureslikeportandharbourmayinfluence
seabed and its biota variation. The sediment movement will induce the larger algae from the bed and resuspension of fine
grained sediments. Displacement of sediments caused by currents changes many species to habitat in restless areas by
affecting the food chain. The stormy waves make a greater impact with massive zig-zag movement of total sediment particle
along the coastline and away. In the marine ecosystem the suspended sediments and turbidity limits the marine habitat like
clog fish gills etc. by reduction in some particular species.
Hence understanding such dynamics of coastal erosion,sedimentationandanthropogenicinfluencesallowsustotakecounter
measures against this factor. In order to find out the proper strategy for ensuring the influence, continuous monitoring and
measurement should be done. In the recent decades more stableandrealistictechnologiessuchasoptical,spatial andacoustic
methods have been developed to measure such complex morphological changes. These approaches analyse and solve the
actual changes in circulation and sediment movement (bed and suspended load).
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
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II. METHODS AND INSTRUMENTATION
In this study, various Optical, Acoustic and Spatial based instruments to measure the hydrodynamic and sediment transport
parameters were reviewed and analysed. Table 1 shows the different sensor instrument, its method and the accuracy.
i. Acoustic Doppler Current profiler (ADCP)
ADCP has piezoelectric oscillators that measure ocean current and velocity over different depth in profiles. The doppler
effect of sound waves that is caused by back scattering within the particular water column, results inthecurrentandvelocity.
The variations that are obtained by transmitting sound wave frequency from some kiloHz to several Megahertz project the
suitable high or low current profile. The temperature sensor for sound velocity correction, compass for relative motion, and
pitch/roll sensor for vertical and horizontal movement are incorporated in the ADCP. Mounting can be distinguished in
downward or upward looking to get 2D and 3D current velocity measurement. To extend batterylife,thespeedand direction
of the current measurement at suitable pinging interval be configured by using supportive software. [6] stated the ADCP to
measure the river discharge that can also be evaluated by the data obtained by current meterindifferentpotential evaluation
sites.
Table -1: Different sensor based instrument for the coastal dynamics measurement
Sensor Instrument Methods
Accuracy/Range &
Sampling types
Acoustic Doppler
Velocimeter
(ADV)[7]
It records instantaneous velocity components with high
frequency at a single-point. The Doppler shift effect is used to
find velocity of particles in a remote sampling volume.
1% of measured
velocity, 0.25 cm/s
Acoustic Sand
Transport Meter
(ASTM)
It measures the sand particles in the volume by transmission
and scattering of ultrasound waves by the suspended volume.
> 50 um
Acoustic
backscatter
profiling sensors
(ABS)[8]
It involves acoustic backscatter approach that makes use of the
speed of sound in water, the scattering strength of the
suspended material and the sound propagation characteristics.
Order of tens to
hundreds of microns
(10 to 500 microns)
Acoustic
Backscattering
System (ABS)[8]
It measures the sound that is scattered by sediment and
suspended materials at discrete spatial intervals that can be
programmed from around 2½ millimetres to several
centimeters.
Typically 20 µm to
2000 µm radius / 0.1
g/l to 20 g/l over 1 m,
or more over shorter
range
Multibeam
Echosounder[8]
The depth of water and the nature of the seabed can be
determined using multi-beam systemsthatemitsoundwavesof
broad acoustic fan shaped pulse from a special transducer
across the full swath.
Range(depth of
measurement) varies
from the frequency of
transducers
Optical
Backscatter
sensor[9]
It uses suitable sensors which depend on the size, composition
and shape of the suspended particles to measure turbidity and
suspended solid’s concentration by detecting infra-red light
scattered from suspended matter.
>1 kg/m3
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
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The main components of ADCP are transducer and pressure case. The different headed transducer (2, 3 or four headed)
operates at the ultrasonic frequency in hertz. The 20 or 30 degree angle may vary based on the no. of heads in the transducer
with a concave or convex configuration. The ADCP can also be deployed from a moving vessel connected by to a power source
and a portable computer. The ADCP transmits the short acoustic pulses along a narrow beam from each of transducer. This
strikes suspended sediment and organic particles in water column scattering back to the ADCP. The time difference and time-
lag change between the successive reflected pulses are proportional to the velocity of the scatterers. ThentheADCP computes
the velocity component along each beam. The water velocity for each depth in speed and direction at regular spaced intervals
are computed using trigonometric relations.
Figure 1. a) ADCP’s deployed profile (11 to 49 – profile number) contour data and the red line indicates the corresponding
region of good data with respect to velocity (knots) and Signal amplitude (count) in X axis.
Optical Laser
diffraction
instrument[10]
Laser Scattering and Transmissometery is used to measure the
particle size and concentration of suspended sediments.
20 microns
Pulse coherent
Acoustic Doppler
Profiler[11]
It measures the frequency shift between an emitted acoustic
signal and its reflection off particles in the water, and
determines along-beam water velocity using the Doppler
principle.
With 10-cm depth cells
the PCADP can
measure burst mean
and instantaneous
velocities, even in
wave velocities upto
60 cm/s.
Side Scan Sonar
[12]
It creates an image of large areas of the sea floor efficiently. It
emits conical pulses toward the seafloor across a wide angle
perpendicular to the path of the sensor through the water
surface.
Higher frequencies
give better
resolution but range is
reduced(kHz)
Single beam
Echosounder
It measures the seabedbottomelevationandbathymetryprofile
in contours making use of sound pulses and also can be used to
measure the depth of the ocean floor directly underneath the
ship.
Range (depth of
measurement) varies
from the frequency of
transducers
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
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b) Signal to Noise ratio contour for the 1st beam with respect to velocity (knots)/Signal Amplitude and standard deviation
(cm/sec) / SNR ratio in X axis.
c) Velocity - Abs speed profile in cells (depth) contour with respect to velocity (knots) and Signal amplitude (count) inXaxis.
d) Standard deviation (beam1) contour variable in cells (depth) with respect to velocity (knots)/Signal Amplitude and
standard deviation (cm/sec) / Depth average velocity (knots) in X axis
[13] states the direct measurement for vertical velocity with the traditional transducer array from the individual beam-wise
measurements. The vertical velocity calculates average of four beam-wise velocities with a scaling factor toaccountforbeam
angle based on the transducer heads.
b1 to b4 are individual beam velocities and θ is the Janus angle(i.e. angle of the beam with respect to vertical). The four beam
velocities are separated and if the Z-components of velocity are not uniform at four points (due to turbulence, interferenceof
phase of an orbital wave velocity at points). The Z velocity is an average of four physically separated beam velocities and Z
velocity of vertical beam is measured directly along that beam.
If the ADCP is deployed in the moving object, the moving velocity will be taken into account for the velocity computing. The
ADCP can compute the speed and direction of the moving vessel object in deployment using bottom tracking methods. The
current monitoring of real-time data can be done by using a specific software program. Fig.1showstheADCPcurrentvelocity
& direction data and its S/N ratio, Standard deviation of the xyz beams of ADCP taken from Nagapattinam Coast (June 2015).
The performance and accuracy of Field observation of ADCP’s shows the quality results. More accurate estimation in flow
patterns using many water columns shows the thermocline and halocline scaling. ADCP can also be used to obtain the high
resolution profiling of sediment transport and near-seabed velocity [14].
ii. Acoustic Doppler Velocimeter (ADV)
Doppler shift effect can be used to measure the instantaneous velocity component at a single point with a relatively high
frequency. The ADV arm has one transmitter and three to four receivers as per the anglefor remotesampling(120o or90o)in
a cylindrical sampling size. The quality and accuracy of the velocity data depends on the following the receiver velocity
component, the Signal strength value, the Signal-to-Noise (SNR)ratioandthecorrelationvalue.Withoutpropercalibrationof
suspended sediment concentration of acoustic backscatter intensity (signal strength) the instrument shows error value.
Adequate post processing of output data may result in good turbulent velocity.
The ADV instrument has 3 or 4 focused beams to measure high sampling rates for small points. [15] made calibration in
sediment mix tank for settling velocity using ADV. The ADV sensor is mounted in downward/upward looking positions [16].
The ADV is a bi-static sonar which uses separate transmit and receive beams. The receiver is encased by stainless steel that
radiates out at 120 degree azimuth interval and angles away from the transmitter. The sample volume is created ~18cm
below the transmitter where the beam projected fromthe receiverintersectthetransmitbeam.Thetransmitterbeamemitsa
short pulse and the receiver listens to the scatterer. The ADV records the velocity of scatterer in three directions(x, y and z)
received from each beam of receivers (beams 1, 2 and 3) and thepercentcorrelation betweentransmitandreceivesignalsfor
each beam.
The ADV also records water pressure and temperature, as well as compass direction, tilt,androll ofthesensor [17]. Basedon
the parameters using the beam it determines the velocity of the water column with the suspended sand particles sizes and
characterisation of turbulence [7] on account to the concentration of water particles. Measurement of turbulentparameters
[18] such as Kinetic energy, dissipation rates, Reynolds stress is also accomplished by ADV in direct.
iii. Single beam Echo-Sounder (SBES)
Single beam down looking Echosounder is the tool that is used to map the underwater habitat. The bottom hardnessand
roughness depends on the shape of the reflected echo carriers. Such carrier signal information distinguishes the benthic
habitat using various processing methods. SBES shows good in research prediction with the small swath width. Sea bed
Z =
b1+b2+b3+b4
4cos
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
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classification such as rock, silt, eelgrass, algae etc. will be predicted based on the processing algorithms. The basic
fundamental equation for acoustic pulse calculation is given below
Z=t*c/2
Where ‘Z’ is the depth; ‘t’ is the time and ‘c’ is the average sound speed.
Figure 2. Single beam Echo-SounderHeave&Tidecorrectionofrawdataandtheminimum/maximumdepthfilter
and sounding of the raw data (with error or noise) using Hypack Software.
The orientation (pitch and roll) is the source of error in the SBES. At a range of 0.5-30m and with length of pulse 0.1ms, it
performs the resolution of 0.3 – 0.9m (depth) x 0.08m making the efficient investigation of Algae. Echo-sounder is stamped
with a position from GPS in each ping. The transducer is mounted on the port sideofvessel andconnectedtothesystem ifitis
a surface unit. The GPS antenna is placed exactly over the transducer and the signal NMEA is received in the data acquisition
system. The filtering technique should be used to remove the error/noise from the recorded data.
Fig.2 shows the heave, tide correction factor and the filtering of spikes (noise)fromthe RAWdata.Thesoundingvelocitymay
vary based on the surface water salinity, temperature and pressure.Thewatervelocity alsovariesduetothermal andsalinity
stratification. Normally the speed of sound varies from 1400 to 1550 m/s. [19] shows the study using Acoustic backscatter
from multi-beam echo-sounder (MBES) for the distribution of sediment texture and benthic macro-fauna along the central
part of the western continental shelf of India (off Goa).
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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
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Figure 3. Single Beam Echo-Sounderforbathymetrysurveyapplications&hydrodynamicchangepredictionover
the period:
a) survey lines raw data before the error correction.
b) 3D TIN (Triangulated Irregular Network) image for surveyed area after error corrections.
c) Border edited image for the confined area after heave & tide corrections.
d) 3D TIN image after the border editing
In order to characterize the shelf seafloor, the single and multi beam backscatter signal were used along with grab sediment
samples. Using the clustering technique (PCA) the relationship between acoustic backscatter strength, grain size and the
benthic macro-fauna are mapped. The substrate type and faunal functional groups are correlated using clustering analysis
based on backscatter values. Hence by using the technique for further applications SBES in high frequency backscatter data,
echo-sounding system interprets seafloor sediment and benthic habitat characteristics across large areas of seafloor. Fig. 3
shows the bathymetry contours, raw data and output processed images in TIN model of the data taken from Chennai coast
(June 2015).
iv. Multibeam Echo-Sounder (MBES)
It is the most advanced tool available for remote observationandcharacterizationofseafloor.It’salsocapableofmapping
seabed with fine bathymetry, to discriminate different types of seafloor habitats. By using beamforming, extraction of
directional information from sound waves producing swath from a single ping of depth reading. Using multibeam
echosounder, the bathymetry to map the coverage and bio-characteristics of seagrass was donealready [20]andthisstudies
limited to specific sea grass types which depends on frequency of transducer.
v. Side Scan Sonar
It is the imaging sonar or bottom classification sonar which efficiently makes the sea floor mapping in large areas. The
sonar device transmits the conical shaped pulses to the seafloor in a wide angle perpendicular to the path of the sensor. The
acoustic signal that is reflected from the seafloor is recorded inserieswhichgivesthe sea bottomimagewithinthe swath.The
sea floor is segmented in difference of material and texture types of seabed.
In addition to predicting the change in the ocean dynamics it can also be used to detect the debris, obstruction on sea floor
and pipelines & cables on the floor. The shallow water structure of seabed is acquired by bathymetry sounding and sub-
bottom profiling data. Fig. 4 & 5 shows the side scan echart bathymetry data with different frequency and sub-bottom
profiling data in shallow water region near to Pondicherry coast (June 2015).
Figure 4. Side Scan Sonar echart scanned seafloor data of the seabed with varied frequency in different depth
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Figure 5. Side Scan Sonar sub-bottom profiling echart data for different shallow water regions
Other applications such as identifying sea resources, dredging operation and environmental change prediction make use of
side scan sonar. The sound frequency range is from 100 to 500kHz and to get high resolution image the higher frequency
should be employed but it ranges very less.
vi. Tide Gauge
Tide gauge records the sea level changes over decades. Measurement is to be based on nearby geodetic benchmark. For
research investigation the vertical crustal movement is estimated bythedifferenceinsea level changedata fromtidegauge.It
records the long term assessment of sea level change including meteorological factorssuchasbarometricpressure andwind
speed.
vii. Optical Laser diffraction Instrument (LISST)
LISST consists of a laser, optics, multi ring detector, signal amplifying and data scheduling circuits. It provides real time
data on sediment concentration and particle size distributions. It computes fluxes for upto 32 particle size classes at points,
vertical or in the entire stream cross section based on velocity and concentration. The instrument uses the laser diffraction
(Mie theory) technique to obtain the particle size-distribution as well as suspended sediment concentration (SSC).
The measurement principle [21] of the LISST is that the collimated laser beam is sent through a sample volume. The
particles crossing the laser beam forward the scattered light at a particular angle. With increasing radii the photo detector
represents 32 small forward angles. The instrument records the scattered intensity as volume scattering functions, also by
use of mathematical inversion, scattering intensity is converted into data as PSD. The photodiode placed behind the small
hole in the detector makes it possible for measurement of optical transmission of laser beam. The suspended particle
concentration [22] range can be measured by the instrument which is the function of particle size and path length of
collimated laser beam.
The range of optical transmission is between 0.3 to 0.98 and if the optical transmission is ~40 the sample volume has less
particles that states sampling volume is too clear for reliability. If the sample volume is too turbid multiple scattering effect
may occur and the value is lower than 0.3. Multiple scattering refers re-scattered light in optical transmission. The laser
diffraction based instrument does not measure the suspended sediment concentration directly but it measures volume
concentration (VC). To measure the mass concentration volume concentration ismultipliedby particledensity. The different
laser diffraction method [23] deliver PSD to sphere sizes in which the shapeeffectofgrains isalsoincludedfortheprocessing
of result.
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viii. Optical Backscatter point Sensor (OBS)
OBS measures the turbidity and suspended solid concentration by infra-red light scattered from suspended matters.
Scattering depends on size, composition and shape of suspended particles [24]. The rangeofmeasurementforsand particles
(in water free of silt and mud) is 1 to 100 kg/m3 with sampling frequency of 2 Hz. Measuring angle ranges from140o to165o.
The detector integrates IR-light scattered between140o to160o.OBScalibratedresponseareconsistentwithcorrectionmade
for suspended sediment size, precise time and apparent noise in records. [25] used included fluorometers, PAR irradiance
sensors, Lu683 sensors, and a spectral radiometer of OBS sensors for determining annual cycleofphytoplankton biomassby
transforming signals from the optical sensors into chlorophyll a (chl a).
CONCLUSION
The sensor based instruments discussed in this paper can be used for the investigation of hydrodynamics and sediment
process in coastal, river mouth, estuary,onshoreandoffshore regions.Theprimarydata recordedfromtheseinstrumentscan
be used to find out ocean characteristics for analysis, processing and prediction. Highly accurate calibration is required to
characterize the relationship between acoustic, optical and other properties with the sediment transport parameters.
Corrections and Calibration should be done before setting the instrument in the field else the error value will be high. Given
output data in figures (Fig. 1, 3, 4 & 5) should be the sample data which proves the instrument output and the accuracyofthe
instrument. The techniques and technology provided here proves adequate to study the features of ocean dynamics and
process in the future.
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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072
© 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1272
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Ocean Dynamics and Sediment Transport Measuring Acoustic and Optical Instruments

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1263 Ocean Dynamics and Sediment Transport Measuring Acoustic and Optical Instruments PEARLIN SAM JINOJ T.1 SUSEENTHARAN V.2 RAMESH R.3 1 Research Scholar, Institute for Ocean Management, Anna University, Chennai – 600025, India 2 Scientist – C, National Institute of Ocean Technology, Chennai – 600100, India 3Professor, Institute for Ocean Management, Anna University, Chennai – 600025, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Recently the coastal and ocean ecosystem/morphology shows great variability because of different phenomenon such as natural process and anthropogenic activities. In order to predict and ascertain the changes and variability, it’s necessary to be aware of the advanced technology. But, in oceanic environments the technology to be applied for research is little complex compared to the terrestrial environmentbecauseoftheoceannature&dynamics such as waves and other complex process such as the wind circulation, Coriolis force by earth rotation, evaporation, sinking of water in high latitude and so on. Further such process shows the dynamic change in past and present shoreline, near-along shore current circulation pattern and ocean hydrodynamics. The objective of this paper is to study the measurement techniques of ocean physical process and changes in the geo-morphologybycirculation,wave parameters, bottom stress and suspended sediment concentration using new sensor technology.Measurementofnear bottom velocity profiles, water particle velocity, pressure, optical and other parameters including velocity profiles, temperature, salinity, sediment size classes, sonar images and profiles will give the hydrodynamics and Sediment transport. Also by using such sensor based instruments for turbidity, pressure & continuous near bottom wave characteristic, bottom velocity etc., it gives sufficient dynamic parameters. The acoustic and optical type of sensor instrument discussed here can be used to measure all the dynamic parameters of ocean for suitable applications. Keywords - Acoustic Doppler Current profiler (ADCP), Acoustic Doppler Velocimeter (ADV), Single & Multi-beam Echo- sounder, Acoustic signal, Optical Backscatter sensor, Optical Laser diffraction instrument I. INTRODUCTION The natural process of Ocean circulation, Sediment littoral movement and shorelinemorphology [1]arehighlycomplexto predict. But the dynamic nature such as unsteadiness, non-uniformity of surface water flow, the sediment movement in the different cells is rarely in an equilibrium state. Coastal process [2] is influenced by waves and tide which forces the distribution of sediment based on direction and its load movement. Such change may or may not reduce the near shore habitats [3] because of flux changes due to erosion or accretion and sedimentation. The natural effect and its forces by wind, tides can not be controlled and it paves way to Air-Sea Interaction, Coastal CirculationandPrimaryProduction [4]indifferent part of Oceans. The major dominant processes along the coastal sea in terms of erosion are i) coast destructed by the hitting waves and sediment movements ii) bed or suspended materials drift in coast and deposit iii) settlement of floating sedimentparticlesin bed. The force and its action may not be stopped and the morphological changes happening along the coast can be altered based on different monsoon season [5]. In shallow water region, the manmadestructureslikeportandharbourmayinfluence seabed and its biota variation. The sediment movement will induce the larger algae from the bed and resuspension of fine grained sediments. Displacement of sediments caused by currents changes many species to habitat in restless areas by affecting the food chain. The stormy waves make a greater impact with massive zig-zag movement of total sediment particle along the coastline and away. In the marine ecosystem the suspended sediments and turbidity limits the marine habitat like clog fish gills etc. by reduction in some particular species. Hence understanding such dynamics of coastal erosion,sedimentationandanthropogenicinfluencesallowsustotakecounter measures against this factor. In order to find out the proper strategy for ensuring the influence, continuous monitoring and measurement should be done. In the recent decades more stableandrealistictechnologiessuchasoptical,spatial andacoustic methods have been developed to measure such complex morphological changes. These approaches analyse and solve the actual changes in circulation and sediment movement (bed and suspended load).
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1264 II. METHODS AND INSTRUMENTATION In this study, various Optical, Acoustic and Spatial based instruments to measure the hydrodynamic and sediment transport parameters were reviewed and analysed. Table 1 shows the different sensor instrument, its method and the accuracy. i. Acoustic Doppler Current profiler (ADCP) ADCP has piezoelectric oscillators that measure ocean current and velocity over different depth in profiles. The doppler effect of sound waves that is caused by back scattering within the particular water column, results inthecurrentandvelocity. The variations that are obtained by transmitting sound wave frequency from some kiloHz to several Megahertz project the suitable high or low current profile. The temperature sensor for sound velocity correction, compass for relative motion, and pitch/roll sensor for vertical and horizontal movement are incorporated in the ADCP. Mounting can be distinguished in downward or upward looking to get 2D and 3D current velocity measurement. To extend batterylife,thespeedand direction of the current measurement at suitable pinging interval be configured by using supportive software. [6] stated the ADCP to measure the river discharge that can also be evaluated by the data obtained by current meterindifferentpotential evaluation sites. Table -1: Different sensor based instrument for the coastal dynamics measurement Sensor Instrument Methods Accuracy/Range & Sampling types Acoustic Doppler Velocimeter (ADV)[7] It records instantaneous velocity components with high frequency at a single-point. The Doppler shift effect is used to find velocity of particles in a remote sampling volume. 1% of measured velocity, 0.25 cm/s Acoustic Sand Transport Meter (ASTM) It measures the sand particles in the volume by transmission and scattering of ultrasound waves by the suspended volume. > 50 um Acoustic backscatter profiling sensors (ABS)[8] It involves acoustic backscatter approach that makes use of the speed of sound in water, the scattering strength of the suspended material and the sound propagation characteristics. Order of tens to hundreds of microns (10 to 500 microns) Acoustic Backscattering System (ABS)[8] It measures the sound that is scattered by sediment and suspended materials at discrete spatial intervals that can be programmed from around 2½ millimetres to several centimeters. Typically 20 µm to 2000 µm radius / 0.1 g/l to 20 g/l over 1 m, or more over shorter range Multibeam Echosounder[8] The depth of water and the nature of the seabed can be determined using multi-beam systemsthatemitsoundwavesof broad acoustic fan shaped pulse from a special transducer across the full swath. Range(depth of measurement) varies from the frequency of transducers Optical Backscatter sensor[9] It uses suitable sensors which depend on the size, composition and shape of the suspended particles to measure turbidity and suspended solid’s concentration by detecting infra-red light scattered from suspended matter. >1 kg/m3
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1265 The main components of ADCP are transducer and pressure case. The different headed transducer (2, 3 or four headed) operates at the ultrasonic frequency in hertz. The 20 or 30 degree angle may vary based on the no. of heads in the transducer with a concave or convex configuration. The ADCP can also be deployed from a moving vessel connected by to a power source and a portable computer. The ADCP transmits the short acoustic pulses along a narrow beam from each of transducer. This strikes suspended sediment and organic particles in water column scattering back to the ADCP. The time difference and time- lag change between the successive reflected pulses are proportional to the velocity of the scatterers. ThentheADCP computes the velocity component along each beam. The water velocity for each depth in speed and direction at regular spaced intervals are computed using trigonometric relations. Figure 1. a) ADCP’s deployed profile (11 to 49 – profile number) contour data and the red line indicates the corresponding region of good data with respect to velocity (knots) and Signal amplitude (count) in X axis. Optical Laser diffraction instrument[10] Laser Scattering and Transmissometery is used to measure the particle size and concentration of suspended sediments. 20 microns Pulse coherent Acoustic Doppler Profiler[11] It measures the frequency shift between an emitted acoustic signal and its reflection off particles in the water, and determines along-beam water velocity using the Doppler principle. With 10-cm depth cells the PCADP can measure burst mean and instantaneous velocities, even in wave velocities upto 60 cm/s. Side Scan Sonar [12] It creates an image of large areas of the sea floor efficiently. It emits conical pulses toward the seafloor across a wide angle perpendicular to the path of the sensor through the water surface. Higher frequencies give better resolution but range is reduced(kHz) Single beam Echosounder It measures the seabedbottomelevationandbathymetryprofile in contours making use of sound pulses and also can be used to measure the depth of the ocean floor directly underneath the ship. Range (depth of measurement) varies from the frequency of transducers
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1266 b) Signal to Noise ratio contour for the 1st beam with respect to velocity (knots)/Signal Amplitude and standard deviation (cm/sec) / SNR ratio in X axis. c) Velocity - Abs speed profile in cells (depth) contour with respect to velocity (knots) and Signal amplitude (count) inXaxis. d) Standard deviation (beam1) contour variable in cells (depth) with respect to velocity (knots)/Signal Amplitude and standard deviation (cm/sec) / Depth average velocity (knots) in X axis [13] states the direct measurement for vertical velocity with the traditional transducer array from the individual beam-wise measurements. The vertical velocity calculates average of four beam-wise velocities with a scaling factor toaccountforbeam angle based on the transducer heads. b1 to b4 are individual beam velocities and θ is the Janus angle(i.e. angle of the beam with respect to vertical). The four beam velocities are separated and if the Z-components of velocity are not uniform at four points (due to turbulence, interferenceof phase of an orbital wave velocity at points). The Z velocity is an average of four physically separated beam velocities and Z velocity of vertical beam is measured directly along that beam. If the ADCP is deployed in the moving object, the moving velocity will be taken into account for the velocity computing. The ADCP can compute the speed and direction of the moving vessel object in deployment using bottom tracking methods. The current monitoring of real-time data can be done by using a specific software program. Fig.1showstheADCPcurrentvelocity & direction data and its S/N ratio, Standard deviation of the xyz beams of ADCP taken from Nagapattinam Coast (June 2015). The performance and accuracy of Field observation of ADCP’s shows the quality results. More accurate estimation in flow patterns using many water columns shows the thermocline and halocline scaling. ADCP can also be used to obtain the high resolution profiling of sediment transport and near-seabed velocity [14]. ii. Acoustic Doppler Velocimeter (ADV) Doppler shift effect can be used to measure the instantaneous velocity component at a single point with a relatively high frequency. The ADV arm has one transmitter and three to four receivers as per the anglefor remotesampling(120o or90o)in a cylindrical sampling size. The quality and accuracy of the velocity data depends on the following the receiver velocity component, the Signal strength value, the Signal-to-Noise (SNR)ratioandthecorrelationvalue.Withoutpropercalibrationof suspended sediment concentration of acoustic backscatter intensity (signal strength) the instrument shows error value. Adequate post processing of output data may result in good turbulent velocity. The ADV instrument has 3 or 4 focused beams to measure high sampling rates for small points. [15] made calibration in sediment mix tank for settling velocity using ADV. The ADV sensor is mounted in downward/upward looking positions [16]. The ADV is a bi-static sonar which uses separate transmit and receive beams. The receiver is encased by stainless steel that radiates out at 120 degree azimuth interval and angles away from the transmitter. The sample volume is created ~18cm below the transmitter where the beam projected fromthe receiverintersectthetransmitbeam.Thetransmitterbeamemitsa short pulse and the receiver listens to the scatterer. The ADV records the velocity of scatterer in three directions(x, y and z) received from each beam of receivers (beams 1, 2 and 3) and thepercentcorrelation betweentransmitandreceivesignalsfor each beam. The ADV also records water pressure and temperature, as well as compass direction, tilt,androll ofthesensor [17]. Basedon the parameters using the beam it determines the velocity of the water column with the suspended sand particles sizes and characterisation of turbulence [7] on account to the concentration of water particles. Measurement of turbulentparameters [18] such as Kinetic energy, dissipation rates, Reynolds stress is also accomplished by ADV in direct. iii. Single beam Echo-Sounder (SBES) Single beam down looking Echosounder is the tool that is used to map the underwater habitat. The bottom hardnessand roughness depends on the shape of the reflected echo carriers. Such carrier signal information distinguishes the benthic habitat using various processing methods. SBES shows good in research prediction with the small swath width. Sea bed Z = b1+b2+b3+b4 4cos
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1267 classification such as rock, silt, eelgrass, algae etc. will be predicted based on the processing algorithms. The basic fundamental equation for acoustic pulse calculation is given below Z=t*c/2 Where ‘Z’ is the depth; ‘t’ is the time and ‘c’ is the average sound speed. Figure 2. Single beam Echo-SounderHeave&Tidecorrectionofrawdataandtheminimum/maximumdepthfilter and sounding of the raw data (with error or noise) using Hypack Software. The orientation (pitch and roll) is the source of error in the SBES. At a range of 0.5-30m and with length of pulse 0.1ms, it performs the resolution of 0.3 – 0.9m (depth) x 0.08m making the efficient investigation of Algae. Echo-sounder is stamped with a position from GPS in each ping. The transducer is mounted on the port sideofvessel andconnectedtothesystem ifitis a surface unit. The GPS antenna is placed exactly over the transducer and the signal NMEA is received in the data acquisition system. The filtering technique should be used to remove the error/noise from the recorded data. Fig.2 shows the heave, tide correction factor and the filtering of spikes (noise)fromthe RAWdata.Thesoundingvelocitymay vary based on the surface water salinity, temperature and pressure.Thewatervelocity alsovariesduetothermal andsalinity stratification. Normally the speed of sound varies from 1400 to 1550 m/s. [19] shows the study using Acoustic backscatter from multi-beam echo-sounder (MBES) for the distribution of sediment texture and benthic macro-fauna along the central part of the western continental shelf of India (off Goa).
  • 6. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1268
  • 7. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1269 Figure 3. Single Beam Echo-Sounderforbathymetrysurveyapplications&hydrodynamicchangepredictionover the period: a) survey lines raw data before the error correction. b) 3D TIN (Triangulated Irregular Network) image for surveyed area after error corrections. c) Border edited image for the confined area after heave & tide corrections. d) 3D TIN image after the border editing In order to characterize the shelf seafloor, the single and multi beam backscatter signal were used along with grab sediment samples. Using the clustering technique (PCA) the relationship between acoustic backscatter strength, grain size and the benthic macro-fauna are mapped. The substrate type and faunal functional groups are correlated using clustering analysis based on backscatter values. Hence by using the technique for further applications SBES in high frequency backscatter data, echo-sounding system interprets seafloor sediment and benthic habitat characteristics across large areas of seafloor. Fig. 3 shows the bathymetry contours, raw data and output processed images in TIN model of the data taken from Chennai coast (June 2015). iv. Multibeam Echo-Sounder (MBES) It is the most advanced tool available for remote observationandcharacterizationofseafloor.It’salsocapableofmapping seabed with fine bathymetry, to discriminate different types of seafloor habitats. By using beamforming, extraction of directional information from sound waves producing swath from a single ping of depth reading. Using multibeam echosounder, the bathymetry to map the coverage and bio-characteristics of seagrass was donealready [20]andthisstudies limited to specific sea grass types which depends on frequency of transducer. v. Side Scan Sonar It is the imaging sonar or bottom classification sonar which efficiently makes the sea floor mapping in large areas. The sonar device transmits the conical shaped pulses to the seafloor in a wide angle perpendicular to the path of the sensor. The acoustic signal that is reflected from the seafloor is recorded inserieswhichgivesthe sea bottomimagewithinthe swath.The sea floor is segmented in difference of material and texture types of seabed. In addition to predicting the change in the ocean dynamics it can also be used to detect the debris, obstruction on sea floor and pipelines & cables on the floor. The shallow water structure of seabed is acquired by bathymetry sounding and sub- bottom profiling data. Fig. 4 & 5 shows the side scan echart bathymetry data with different frequency and sub-bottom profiling data in shallow water region near to Pondicherry coast (June 2015). Figure 4. Side Scan Sonar echart scanned seafloor data of the seabed with varied frequency in different depth
  • 8. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1270 Figure 5. Side Scan Sonar sub-bottom profiling echart data for different shallow water regions Other applications such as identifying sea resources, dredging operation and environmental change prediction make use of side scan sonar. The sound frequency range is from 100 to 500kHz and to get high resolution image the higher frequency should be employed but it ranges very less. vi. Tide Gauge Tide gauge records the sea level changes over decades. Measurement is to be based on nearby geodetic benchmark. For research investigation the vertical crustal movement is estimated bythedifferenceinsea level changedata fromtidegauge.It records the long term assessment of sea level change including meteorological factorssuchasbarometricpressure andwind speed. vii. Optical Laser diffraction Instrument (LISST) LISST consists of a laser, optics, multi ring detector, signal amplifying and data scheduling circuits. It provides real time data on sediment concentration and particle size distributions. It computes fluxes for upto 32 particle size classes at points, vertical or in the entire stream cross section based on velocity and concentration. The instrument uses the laser diffraction (Mie theory) technique to obtain the particle size-distribution as well as suspended sediment concentration (SSC). The measurement principle [21] of the LISST is that the collimated laser beam is sent through a sample volume. The particles crossing the laser beam forward the scattered light at a particular angle. With increasing radii the photo detector represents 32 small forward angles. The instrument records the scattered intensity as volume scattering functions, also by use of mathematical inversion, scattering intensity is converted into data as PSD. The photodiode placed behind the small hole in the detector makes it possible for measurement of optical transmission of laser beam. The suspended particle concentration [22] range can be measured by the instrument which is the function of particle size and path length of collimated laser beam. The range of optical transmission is between 0.3 to 0.98 and if the optical transmission is ~40 the sample volume has less particles that states sampling volume is too clear for reliability. If the sample volume is too turbid multiple scattering effect may occur and the value is lower than 0.3. Multiple scattering refers re-scattered light in optical transmission. The laser diffraction based instrument does not measure the suspended sediment concentration directly but it measures volume concentration (VC). To measure the mass concentration volume concentration ismultipliedby particledensity. The different laser diffraction method [23] deliver PSD to sphere sizes in which the shapeeffectofgrains isalsoincludedfortheprocessing of result.
  • 9. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1271 viii. Optical Backscatter point Sensor (OBS) OBS measures the turbidity and suspended solid concentration by infra-red light scattered from suspended matters. Scattering depends on size, composition and shape of suspended particles [24]. The rangeofmeasurementforsand particles (in water free of silt and mud) is 1 to 100 kg/m3 with sampling frequency of 2 Hz. Measuring angle ranges from140o to165o. The detector integrates IR-light scattered between140o to160o.OBScalibratedresponseareconsistentwithcorrectionmade for suspended sediment size, precise time and apparent noise in records. [25] used included fluorometers, PAR irradiance sensors, Lu683 sensors, and a spectral radiometer of OBS sensors for determining annual cycleofphytoplankton biomassby transforming signals from the optical sensors into chlorophyll a (chl a). CONCLUSION The sensor based instruments discussed in this paper can be used for the investigation of hydrodynamics and sediment process in coastal, river mouth, estuary,onshoreandoffshore regions.Theprimarydata recordedfromtheseinstrumentscan be used to find out ocean characteristics for analysis, processing and prediction. Highly accurate calibration is required to characterize the relationship between acoustic, optical and other properties with the sediment transport parameters. Corrections and Calibration should be done before setting the instrument in the field else the error value will be high. Given output data in figures (Fig. 1, 3, 4 & 5) should be the sample data which proves the instrument output and the accuracyofthe instrument. The techniques and technology provided here proves adequate to study the features of ocean dynamics and process in the future. REFERENCES [1] Murali R. M., Seelam J. K., and Gaur A. S., 2014: Shoreline changes along Tamil Nadu coast : A study based on archaeological and coastal dynamics perspective, vol. 43, no. July, 2014. [2] Wright et al. 1994: Hydrodynamic processes in the coastal zone. [3] Kjerfve B. and Magill K., 1989: Geographic andhydrodynamiccharacteristicsof shallowcoastallagoons,Mar. Geol., vol. 88, no. 3–4, pp. 187–199, Aug. 1989. [4] Studies O., 2004: Air-Sea Interaction, Coastal CirculationandPrimaryProductionintheEasternArabianSea : A Review, vol. 60, pp. 205–218, 2004. [5] Schott F. A. and J. P. M. Jr., 2001: The monsoon circulation of the Indian Ocean, vol. 51, pp. 1–123, 2001. [6] Chauhan M. S., Kumar V., Dikshit P. K. S., and Dwivedi S. B., 2014: Comparison of Discharge Data Using ADCP and Current Meter, vol. 3, no. 2, pp. 81–86, 2014. [7] Gratiot N., Mory M., and Auche D., 2000: An acoustic Doppler velocimeter ( ADV ) for the characterisation of turbulence in concentrated mud, vol. 20, pp. 1551–1567, 2000. [8] Irish J. D., Hay a. E., Traykovski P., Newhall A., Craig R., and Paul W. M., 2002: On attaching acoustic imaging instrumentation to the LEO-15 observatory forsedimenttransportandbottomboundarylayerstudies, IEEE J. Ocean. Eng., vol. 27, no. 2, pp. 254–266, Apr. 2002. [9] Storlazzi C. D., 2014: Coastal circulation and water-column properties in the War in the Pacific National Historical Park, Guam: measurements andmodeling of waves, currents, temperature, salinity,andturbidity, April-August 2012. [10]Creed E. L., Pence A. M., and Rankin K. L., 2001: Inter-comparison of turbidity and sediment concentration measurements from an ADP, an OBS-3, and a LISST, MTS/IEEE Ocean. 2001. An Ocean Odyssey. Conf. Proc. (IEEE Cat. No.01CH37295), vol. 3, pp. 1750–1754. [11]Lacy J. R. and Sherwood C. R., 2004: Accuracy of a pulse-coherent acoustic Doppler profiler in a wave- dominated flow,” J. Atmos. Ocean. Technol., vol. 21, pp. 1448–1461, 2004.
  • 10. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 02 | Feb-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1272 [12]Englert C. M., Butkiewicz T., Mayer A., Schmidt V., Beaudoin J., Trembanis A. C., and Duval C., 2013: Designing Improved Sediment Transport Visualizations Binding a GIS data model with human perception research, 2013. [13]Wanis P., 2013: Design and Applications of a Vertical Beam in Acoustic Doppler Current Profilers, 2013. [14]Van Unen R. F. and Bosman J. J., 1996: AND SEDIMENT TRANSPORT PROFILING, pp. 483–488, 1996. [15]Cart G. M., Friedrichs C. T., and Panetta P. D., 2012: Dual Use of a Sediment Mixing Tank for Calibrating a Acoustic Backscatter and Direct Doppler Measurement of Settling Velocity, 2012. [16]Buschmann F., Erm A., Alari V., Listak M., Rebane J., and Toming G., 2012: Monitoring sediment transport in the coastal zone of Tallinn Bay, 2012 IEEE/OES Balt. Int. Symp., pp. 1–13, May 2012. [17]Hatteras C., Carolina N., Martini M., Armstrong B. and Warner J. C., 2009: High resolution near-bed observations in winter near, 2009. [18]Lohrmann A., Cabrera R., GelfenbaumG.,andHainesJ.,1995:DirectmeasurementsofReynoldsstresswithan acoustic Doppler velocimeter, Proc. IEEE Fifth Work. Conf. Curr. Meas., pp. 205–210, 1995. [19]Haris K., Chakraborty B., Ingole B., Menezes A., and Srivastava R., 2012: Seabed habitat mapping employing single andmulti-beam backscatter data: A case studyfrom the western continental shelf of India, Cont. Shelf Res., vol. 48, pp. 40–49, Oct. 2012. [20]Komatsu T., Igarashi C., TatsukawaK.,SultanaS.,MatsuokaY.andHaradaS.,2003:Useofmulti-beamsonarto map seagrass beds in Otsuchi Bay on the Sanriku Coast of Japan, Aquatic Living Resources, 16 (2003), 223– 230 [21]Haun S., Rüther N.,BaranyaS.,andGuerreroM.,2015:Comparisonofrealtimesuspendedsedimenttransport measurements in river environment by LISST instruments in stationary and moving operation mode, Flow Meas. Instrum., vol. 41, pp. 10–17, Mar. 2015. [22]Agrawal Y.C., Mikkelsen O. A., Pottsmith H.C., 2011: Sediment monitoring technologyforturbineerosionand reservoir siltation applications. In: Proceedings HYDRO 2011 conference. Prague, Czech Republic; 2011. [23]Agrawal Y.C., Whitmire A., Mikkelsen O.A., Pottsmith H.C., 2008: Light scattering byrandomshapedparticles and consequences on measuring suspended sedi- ments by laser diffraction. J Geophys Res 2008:113. [24]Deines K. L., 1999: Backscatter estimation using Broadband acoustic Doppler current profilers, inProc.IEEE Working Conf. on Current Measurement, 1999, DOI: 10.1109/CCM.1999.755249. [25]Kinkade C. S., Marra J., Dickey T. D., and Weller R., 2001: An annual cycle of phytoplankton biomass in the Arabian Sea, 1994–1995, as determined by moored optical sensors, Deep Sea Res. Part II Top. Stud. Oceanogr., vol. 48, no. 6–7, pp. 1285–1301, Jan. 2001.