2022 ShoreLine Change Monitoring in Coastal India, Utilizing Distant Sensing and GIS Instruments

2022 shoreline change monitoring in coastal india utilizing distant sensing and gis instruments
2022 ShoreLine Change Monitoring in Coastal India, Utilizing Distant Sensing and GIS Instruments 2

ShoreLine Change Monitoring in Coastal India, Utilizing Distant Sensing and GIS Instruments


Shoreline or shoreline, the boundary between land and sea retains altering its form and place constantly on account of dynamic environmental situations. The change in shoreline is principally related to waves, tides, winds, periodic storms, sealevel change, the geomorphic processes of abrasion and accretion and human actions. Shoreline additionally depicts the current formations and destructions which have occurred alongside the shore. Waves change the shoreline morphology and varieties the distinctive coastal landforms. The unfastened granular sediments constantly reply to the ever-changing waves and currents. The seaside profile is essential, in that it may be seen as an efficient pure mechanism, which causes waves to interrupt and dissipate their power. When breakwaters are constructed, they upset the pure equilibrium between the sources of seaside sediment and the littoral drift sample. In response, shoreline adjustments its configuration in try to succeed in a brand new equilibrium (Ramesh and Ramachandran 2001). Monitoring adjustments in shoreline helps to determine the character and processes that triggered these adjustments in any particular space, to evaluate the human influence and to plan administration methods. Distant sensing knowledge may very well be used successfully to watch the adjustments alongside the coastal zone together with shoreline with affordable accuracy. Distant sensing knowledge helps and / or replaces the traditional survey by its repetitive and fewer cost-effectiveness. Therefore, with the intention to research the coastal processes in Tuticorin coastal space, the shoreline change, wave motion, bathymetry and coastal geomorphology had been analyzed utilizing Distant Sensing and GIS instruments.

Research space

Tuticorin coast has a significant port and it’s a quickly creating space. The research space falls within the latitudinal and longitudinal extensions of 8° 40′ – 8° 55′ N and 78° 0′ – 78° 15′ E on the Tamil Nadu, East Coast of India (fig 1). Main Industries corresponding to Southern Petrochemical Industrial Company, Thermal Energy Plant, Tuticorin Alkali Chemical compounds and Heavy Water Plant are additionally current on this space. Because of the accelerated growth actions the coastal space expertise vital adjustments.

Tuticorin was a centre of maritime commerce and pearl fishery for greater than 2000 years. To deal with rising commerce by way of Tuticorin, the federal government of India sanctioned the development of an all climate port at Tuticorin. On 11-7-1974, the newly constructed Tuticorin port was declared because the tenth main port. On 1-4-1979, the erstwhile Tuticorin minor port and the newly constructed Tuticorin main port had been merged and the Tuticorin Port Belief was constituted beneath the key port trusts act, 1963.



Geocoded IRS LISS III Might 2002 imagery was used to organize coastal geomorphology map adopting visible interpretation method. Within the current research, the classification system developed by the House Utility Middle, Ahmedabad for the nation huge coastal geomorphic mapping was adopted for the research (SAC 1991).

Shoreline change

Survey of India toposheets No. L1 & L5 of (1969) (lat: 8° 40 ‘- 8° 55′, lengthy: 78° 0′ – 78° 15’; Scale 1:50,000) had been used as a base map. They was digitized, edited, geometrically projected and remodeled by way of ARC INFO to keep up actual world coordinates. To get rid of the impact of tidal affect in shoreline change research, low tide satellite tv for pc knowledge had been used. SOI toposheets 1969, Landsat 5 TM Might 1993, IRS P2 LISS II Might 1996 and IRS 1C LISS III Might 2002 satellite tv for pc knowledge had been used to evaluate the adjustments in shoreline for 33 years interval from 1969 to 2002. Raster knowledge procured by way of satellites had been geometrically corrected utilizing the Survey of India toposheet as a base. Greater than 25 floor management factors had been taken and the Root Imply Sq. (RMS) error for geometric correction is 0.002. Band 1 of IRS P2 LISS II 1996, band 5 of LANDSAT 5 TM 1993 and band 3 of IRS 1C LISS III 2002 had been used. These completely different bands had been used primarily based on their distinction between land and ocean. In these bands the data content material is extra in land as in comparison with water. The Landsat 5 TM 1993, IRS P2 1996 and IRS 1C LISS III 2002 knowledge had been vectorised by adopting onscreen digitization method with single pixel zoom stage utilizing ERDAS think about 8.4 software program. The vector layers of the shoreline received by way of on display digitization in ERDAS think about and vectorisation by way of ArcInfo had been imported as Arc protection for the above 4 knowledge units. Every of the information units had a polygon ID 1 for Land space and a pair of for Ocean. The shoreline obtained from Survey of India toposheet of 1969 and the shoreline demarcated by way of the satellite tv for pc knowledge of Landsat 5 TM 1993, IRS P2 1996, and IRS 1C 2002 had been stored in numerous protection in the identical projection and map coordinates. These 4 coverages had been overlaid by way of Arc information GIS. Shoreline change map of 1969 to 1993, 1993 to 1996 and 1996 to 2002 had been generated. The decision differs for various satellite tv for pc knowledge merchandise. For LANDSAT 5 TM, IRS P2 and IRS 1C resolutions had been 30m, 73.5m and 23.5m respectively. Although there’s decision distinction, edge detection method offers a transparent demarcation of land and water boundary. The shoreline options had been delivered to Arcview GIS for additional querying and evaluation.

Wave sample recognition

Distant Sensing is turning into a significant device in figuring out the coastal processes spatially. Infrared band offers the utmost info on ocean parameters, so band 3 of IRS P2 1996, band 2 of IRS 1C of 2001 and band 2 of IRS 1C 2002 had been used for the identification of wave patterns. Noise discount method is utilized to the IRS P2 Might 1996, IRS 1C Might 2001 and IRS 1C Might 2002 knowledge for enhancing the picture. Convolution filtering method with 3*3 kernel edge detect is utilized to IRS P2 Might 1996, IRS 1C Might 2001 and IRS 1C Might 2002 for enhancing the wave traits for interpretation.

Coastal Bathymetry

For coastal bathymetry research Naval Hydrographic Organisation (NHO) chart 1999 is interpolated, interpreted and analysed utilizing Arcinfo and Arcview GIS. The NHO chart quantity is 2075, scale is 1:50000 and the density of spot soundings is 4 per sq.km. This chart was surveyed in 1975-1976, in transverse mercator projection, up to date in 1999 and the tidal ranges referred to datum of soundings is Lat 8° 48′ and Lengthy 78° 10′ and the heights in meters above datum is MHWS 1.0, MHWN 0.7, MLWN 05, MLWS 03 and MSL 0.6 respectively. TIN interpolation method is adopted for spatial interpolation and DEM technology. Zero is outlined as datum or the reference to which the depth is measured. Illustration of the seabed on this mannequin is within the type of elevation matrix shaped by overlaying a sq. grid mesh over the floor and recording the elevation worth for every grid cell. The cell values are organized in matrix type the place the row and column numbers indicate the x-y co-ordinate of the cell respectively. The elevation matrix is produced by interpolation from irregularly spaced bathymetric knowledge factors over a contour map. The three dimensional view and the slope of bathymetry is derived by making use of TIN spatial evaluation mannequin utilizing Arc View 3.2a software program.

Outcomes and Dialogue

Coastal Geomorphology

Sandy seaside

Sandy seashores are the product of waves interacting with a sandy seaside on the shoreline. The sandy seashores are extensively developed alongside all the coast of research space besides at some locations. Tuticorin is roofed by lengthy and intensive sandy seaside. It tendencies in north-south route. Effectively developed sandy seaside is recognized under south harbour breakwater. This seaside is dominated by an admixture of quartz, feldspars and mica minerals. The seaside is discovered as thick white patch at south of south harbour breakwater in satellite tv for pc imagery (fig.2).


A spit is a small level of low tongue or slender bankment, generally consisting of sand or gravel deposited by a long-shore drifting and having one finish hooked up to the mainland and different terminating within the open sea. It’s recognized in white patch in satellite tv for pc imagery (fig.2). Two spit formations have been noticed in south of the city coast. Usually the formation of spit has been attributed to the motion and deposition of supplies by lengthy shore present (Thornbury 1969). Spit signifies seaward progradation (Loveson and Rajamanickam 1987). The spit close to Tuticorin is 0.75 to 2 km lengthy and tongue formed. Tuticorin spit has resulted by lengthy shore currents throughout monsoon and the sediments discharged by Tamiraparani River.

Seashore ridges

Seashore ridges are reasonably undulating terrain options of marine depositional sort, shaped throughout pliestocene to current age, within the plains of the research space. They’re low, basically steady seaside or seaside dune supplies (sand, gravel and shingle) heaped up by the motion of wave and currents on the backshore of a seaside past the current restrict of storm waves or the attain of abnormal tides, and occurring as a single or as considered one of a collection of roughly parallel deposits (Chockalingam 1993). The seaside ridges have been acknowledged as representing successive still-stand place of sea of an advancing shoreline from satellite tv for pc imagery. Seashore ridges of Tuticorin are extremely reworked.


Mudflat is a flat space containing a fluid to plastic combination of finely derived particles of strong materials primarily silt and clay water. They’re all the time related to silted environments like lagoons, estuaries and different embankments. Mudflats are shaped by the deposition of superb inorganic materials and natural particles in particulate type. Mud flats are huge expense of deposit of clay, silt, ooze, and many others (Davies 1972). Mudflats are properly developed on the river mouth of Koramballam Oodai, an estuarine setting. They seem as darkish black tone in satellite tv for pc imagery .

Dune advanced

Dune advanced is a vital geomorphic unit comprising of energetic and unfastened sediment heaps with negligible quantity of vegetation. On this zone, the aeolian exercise is reportedly excessive leading to migration with no main change of their shapes. It signifies the age of late Pliestocene to Latest (Loveson 1993). Tuticorin is located in dune advanced .
Teri dune advanced

Teri dune advanced is an undulating terrain having unfastened heaps of pink coloration sand and silt mud of aeolian origin. They symbolize Pliestocene to Latest age of formation (Loveson 1993; Loveson et. al. 1990). They appeared as spherical to oval formed mounts with dense vegetation. It’s assumed that the fierce and steady winds of south west monsoon by sweeping up huge clouds of mud from the dry floor of the pink loam, uncovered on the base of the hills will need to have introduced and deposited their load of sediments close to the coast over the plain to type Teri dune advanced (Ahmad 1972). All dune complexes on this space are trending within the northeast to southeast route. Lately, these Teri dune complexes are being utilized for cultivation additionally. It’s recognized in greenish yellow coloration in satellite tv for pc imagery.

Shoreline change

Shoreline is likely one of the essential dynamic coastal options the place the land, air and sea meet. In any open coast, when artifical constructions corresponding to harbour or breakwaters intrude with the littoral currents shoreline adjustments drastically. Chauhan and Nayak (1995) have studied the shoreline adjustments utilizing the satellite tv for pc knowledge protecting low tide interval. Through the low tide situation, most land is uncovered and even low water line / land water boundary and excessive water line are distinctly seen. This allows higher mapping of the shoreline. The demarcation and the areal extent of the websites of abrasion and accretion are queried and estimated by way of Arc View GIS package deal (fig. 3). The overall areas of abrasion in the course of the intervals 1969 to 1993, 1993 to 1996 and 1996 to 2002 are given in desk 1. It was noticed that in 1969 to 1993 the erosion alongside the shoreline of Tuticorin space was 9 ha. Through the interval of 1993 to 1996 it was 14 ha and within the interval 1996 to 2002 it was 18 ha. Many of the erosion was noticed in sand spit, Hare Island and at city coast (fig. 3). The overall areas of accretion in the course of the intervals 1969 to 1993, 1993 to 1996 and 1996 to 2002 are given in desk 2. The accretion in the course of the completely different intervals had been 138 ha (1969 to 1993),

18 ha (1993 to 1996) and 23 ha (1996 to 2002) (fig. 3). Since accretion was greater than the erosion, all the shoreline may very well be thought of because the shore of progradation. Rajamanickam (1991) noticed the options of emergence and submergence respectively alongside the southern components of Tamilnadu. He additionally urged upwarping alongside Tuticorin space.

For analyzing the shoreline change within the research space, particular websites corresponding to south harbour breakwater, Hare Island, sand spit and concrete coast had been studied for erosion and accretion. City coast is the shoreline of the city space. It’s demarcated and proven within the determine 3. The areal extent of abrasion and accretion noticed within the abovesaid areas are offered in Desk 3 and 4. Each erosion and accretion components had been averted in estuarine setting since demarcation of shoreline will not be precisely attainable in estuarine setting as a result of this space is very dynamic.

In sand spit (fig. 4 & 5), throughout 1969 to 1993 erosion was 4 ha and the accretion was 7 ha, throughout 1993 to 1996 erosion was 4 ha and accretion was 3 ha and through 1996 to 2002 erosion was 5 ha. and accretion was 2 ha (Desk 3 & 4). In sand spit the erosion is seen at wave uncovered aspect and accretion is seen at leeward aspect of the spit. This can be because of the transport of eroded sediments from the wave uncovered aspect to the leeward aspect of the spit.

Tombalo construction formation is seen in between Tuticorin mainland and Hare Island
(fig. 2). This is because of longshore sedimentation from south to north ensuing within the Hare Island and the mainland to hyperlink. It took geological years to hyperlink the mainland and Hare Island. In Hare Island (fig. 4 & 5), in the course of the interval of 1969 to 1993 erosion was 4 ha, throughout 1993 to 1996 erosion was 6 ha and through 1996 to 2002 erosion was 6 ha (Desk 3). There isn’t a accretion exercise noticed in Hare Island.

In South harbour breakwater (fig. 4 & 5), in the course of the interval of 1969 to 1993 accretion was 81 ha, throughout 1993 to 1996 accretion was 8 ha and through 1996 to 2002 accretion was 18 ha. There isn’t a erosion noticed (Desk 4). The accretion right here takes place in curvilinear method. Accretion in curvilinear method alongside the shoreline leads to a formation of seaside and comparable paleo seaside ridges had been seen moreover the seaside. The curvilinear formation of this paleo seaside ridges is termed geomorphologically as strandlines.

At city coast (Fig. 4 & 5), erosion was 1 ha and accretion was 15 ha throughout 1969 to 1993, erosion was 3 ha and accretion was 6 ha from 1993 to 1996, and the erosion was 3 ha and accretion was 3 ha for the interval 1996 to 2002. The remark exhibits that the erosion is decrease and accretion is increased on this web site (Desk 3 & 4). Additionally it is noticed that there’s not a lot shoreline change within the city setting. Loveson and Rajamanickam (1987 and 1988a) and Loveson et al (1990) have additionally reported the adjustments in shoreline of south Indian coast primarily based on deposition of landforms like seaside ridges, prevalence of backwater zone and many others., by way of distant sensing primarily based geomorphological interpretation. Loveson and Rajamanickam (1988b) have additionally identified the attainable fall of sea stage in Tuticorin coast on account of neotectonic rising of the seafloor. The prevailing winds seen at Tuticorin space had been most at North West, North East and North instructions respectively. Prevailing winds had been additionally seen at South West, South and South East instructions however the majority of the months expertise NW, NE and N winds solely. The wind pace ranges from 9-16 km/hr.

Desk 1: Erosion noticed at Tuticorin coast throughout 1969, 1993, 1996 and 2002

Yr Erosion

1969-1993 9 ha.

1993-1996 14 ha.

1996-2002 18 ha.

Desk 2: Accretion noticed at Tuticorin coast throughout 1969, 1993, 1996 and 2002

Yr Accretion

1969-1993 138 ha.

1993-1996 18 ha.

1996-2002 24 ha.

Desk 3: Erosion noticed at particular websites in Tuticorin coast throughout 1969, 1993, 1996 and 2002

Yr Spit Hare Island City Coast

1969-1993 4 ha. 4 ha. 1 ha.

1993-1996 4 ha. 6 ha. 3 ha.

1996-2002 5 ha. 6 ha. 3 ha.

1969-2002 13 ha. 16 ha. 7 ha.

Desk 4: Accretion noticed at particular websites in Tuticorin coast throughout 1969, 1993, 1996 and 2002

Yr Spit Under South harbour breakwater City Coast

1969-1993 7 ha. 81 ha. 15 ha.

1993-1996 3 ha. 8 ha. 6 ha.

1996-2002 2 ha. 18 ha. 3 ha.

1969-2002 12 ha. 107 ha. 24 ha.

Wave sample

Relying on the wave sample, which was current in imagery, numerous options corresponding to refracted waves, diffracted waves and shadow zone had been recognized. These options play a significant function in shaping the shoreline, which additionally is determined by the geographic options that exist alongside the coast.

Wave refraction

Within the research space wave refraction is noticed within the tip of the northern harbour breakwater. Wave propagation and its refraction sample is clearly recognized in IRS P2 Might 1996 and IRS 1C LISS III Might 2001 and IRS 1C LISS III Might 2002 satellite tv for pc imageries (fig. 6, 7 & 8). The linear progressive wave from the offshore space is sort of progressing with an angle of 115° with respect to the mainland. The angularity of the wave propagation is measured by way of Arc View GIS 3.2 software program. They propagate in SW to NE, in direction of mainland. The north breakwater is precisely perpendicular (90°) to the route of the wave (fig. 6, 7 & 8). When the wave touches the north breakwater the wave breaks working alongside the breakwater. The refracted wave passes together with harbour breakwater, virtually two kilometers in distance and dissipates its power (fig. 6, 7 & 8). Within the south break water a shoal is current and this shoal hinders the refracted waves and dissipates its power. This refracted wave would not trigger any coastal geomorphic change to the headland as a result of it would not contact it.

Wave diffraction

Diffraction of water waves is a course of by which power circulation laterally alongside wave crest. Most evident instance is when waves are intercepted by an impervious construction corresponding to breakwater. Presence of an obstruction scatters wave disturbance and provides rise to fanning of wave trains on the lee or shadow of the obstruction. Diffraction is a typical phenomenon round islands and may create substantial disturbance to the coastal area which provides additional to the dynamic nature of the coast. IRS P2 Might 1996, IRS LISS III 2001 and IRS LISS III 2002 knowledge offers a transparent illustration of diffracted waves within the research space. Diffraction of wave is noticed within the Vann Island and in addition to the Hare Island. Since these islands had been the key supply of obstruction for the ocean waves, they offer rise to fanning of wave trains (fig. 6, 7 & 8). Wave diffracts round with face of Hare Island and dissipates power. Change in shoreline is clearly proven in fig. 3. The erosion that has been recognized in sand spit and Hare Island are solely on account of wave diffraction. That is interpreted by way of IRS P2 1996, IRS 1C 2001 and IRS 1C 2002 coastal processes research and 1969 to 2002 shoreline change research. Erosion / accretion drawback within the research space will not be on account of harbour location and its exercise. Accretion noticed on the leeward aspect of sand spit is because of this diffraction (Fig. 5). The deposition of sediments can be because of the convergence of the diffracted wave within the windward aspect of the sand spit.

Shadow zone

When two waves converge with each other, the power on the place of convergence turns into negligible and the waves develop into calm. The purpose at which the 2 waves get converged is called level of convergence and the world at which this phenomena happens is called the shadow zone. Shadow zone may be very properly recognized from IRS P2 1996, IRS 1C LISS III 2001 and IRS 1C LISS III 2002 imageries. Within the research space the shadow zone is noticed in between Hare island and Vann island and in addition under the south harbour breakwater. When the diffracted wave from each the Hare Island and Vann Island converges, shadow zone is shaped. The purpose of convergence and the shadow zone is clearly proven within the determine 6. The identical phenomenon was noticed under the southern breakwater. Right here when the linear progressive wave touches the south of harbour breakwater the wave breaks. Because the hinterland is curvilinear the waves from the south breakwater’s mainland converges with the linear progressive waves and varieties a shadow zone (fig. 6, 7 & 8). There may be not a lot drawback due to this shadow zone formation within the research space.


Monitoring of coastal bathymetry is significant for designing of ports and coastal constructions. Additionally it is essential for the exploration and exploitation of non-living and residing sources, to know the dynamics of ocean processes within the continental cabinets, for ship mooring and evaluation of marine residing habitats. In a GIS, the modeling of the Z-axis has develop into an essential aspect. When the 3-D mannequin is particularly utilized to symbolize terrain, then this digital illustration of the elevation is termed as a Digital Elevation Mannequin (DEM). The 3D Tuticorin Bathymetry Elevation Mannequin derived from Naval Hydrographic Chart is proven in determine 9. The slope evaluation of Tuticorin port and its setting inferred from the three-dimensional bathymetry mannequin reveals that the slope is step by step declining within the route of NW to SE. Light slope (1 – 4 °) is noticed adjoining to the city coast in addition to above and under the harbour space (fig. 9). Attenuation of waves is extra when it reaches the nearshore space and the place the depth is minimal and the completely different wave patterns noticed due to this attenuation is clearly seen utilizing satellite tv for pc distant sensing (fig. 8).

Waves noticed from the satellite tv for pc imagery and shoreline change had been built-in and the impact of wave over the erosion / accretion web site offers the rationale for the positioning to be eroding or accreting. Furthermore bathymetry additionally helps this. The evaluation of wave motion from 1996 – 2002 gives the data that the wave motion is comparable from the geologic previous. Furthermore the research space has additionally particular sample of accretion as noticed by way of strandlines current in south of Tuticorin harbour. So this wave knowledge offers a transparent concept concerning the shoreline change within the current research. From the neighborhood of the harbour, within the route of NW to SE, steep slopes had been noticed additional offshore (fig. 9). The online sediment transport is from south to north. Delta sedimentation can be noticed close to Koramballam Odai and this river mouth is sheltered with depth worth lower than 2m. That is very properly recognized by way of satellite tv for pc imagery. Sediment transport and the slope variations inferred from the city coastal and harbour setting clearly present that the possibilities are much less for sediments to enter into harbour breakwater (fig. 9). Therefore not a lot dredging exercise is required in Tuticorin harbour space.


The coastal processes in Tuticorin coastal space, the shoreline change, wave motion, bathymetry and coastal geomorphology had been analysed utilizing Distant Sensing and GIS instruments. The erosion and accretion noticed at Tuticorin utilizing temporal satellite tv for pc imageries present that the shoreline dynamics is pure and this isn’t on account of human interference. Coastal processes play a significant function in shaping the coastal configuration of this space. The integrative strategy utilizing Distant Sensing and GIS instruments clearly illustrates each the trigger and causes for the shoreline change. The outcomes of this research will probably be extra helpful for shoreline administration.

Perry Mason S01E06

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ShoreLine Change Monitoring in Coastal India, Utilizing Distant Sensing and GIS Instruments

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