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CChhaapptteerr 44:: MMaatteerriiaallss aanndd
MMeetthhooddss
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Chapter 4:
This chapter briefly discusses the classification system for the landforms of fluvial origin, the methodology adopted as well as the materials used for carrying out the present study.
4.1: Introduction:
Main objectives of the present study is to interpret the fluvial geomorphology of the river
Ganga using remote sensing data and compile/integrate different datasets using
Geographical Information System (GIS), to understand the past/present status and
behavioral/evolutionary pattern of the Ganga river and to understand the probable causes
responsible for bringing the change in the morphology of the river in past few decades.
Various techniques, viz. remote sensing, digital image processing, visual interpretation
and delineation using Geographical Information System (GIS) were used for present
study. Interpretation and analysis of the satellite data, which includes the identification,
delineation and classification of the fluvial geomorphological features of the Ganga river
basin in the Uttar Pradesh state from the multispectral and multitemporal satellite data,
were carried out. Finally integration of different sets of database was carried out,
including the spatial and non-spatial data sets to generate the outputs required to meet the
objectives of the present study.
The classification system for the landforms of fluvial origin, the materials and the
methods used to carry out present study is further discussed in detail in this chapter.
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4.2: Materials:
Multidate satellite data acquired by the Indian Remote Sensing Satellites IRS 1D, IRS P6
(Resourcesat-1) and LANDSAT have been used in the present work. In addition, the
Survey of India topographical maps, Seismo-tectonic Atlas of India and thematic maps
on geology published by the Geological survey of India, other ancillary report and maps
on geomorphology , soil, etc. were consulted. Observations made from satellite data have
been supplemented with limited field checks in the study area.
4.2.1: Satellite data:
Multidate and multispectral satellite images of different satellites, viz. IRS, LANDSAT
covering the Ganga River course in Uttar Pradesh state was used for present work. An
area covered by two adjacent scenes taken during different times may show variation in
the appearance of features. This is essentially due to variation in its water spread. Hence
mosaics of satellite images of different dates has caused mismatch in stream pattern
between adjacent scenes. Non-consistency in the appearance of land use/land is also the
result of data of different dates over the Ganga basin.
Though the consecutive satellite passes over the same area are quite frequent, the cloud
free data just before monsoon and immediately after monsoon period is seldom available
over the entire Ganga basin in Uttar Pradesh. Therefore data acquisition during one
period through subsequent passes of the same satellite becomes a difficult task. In
particular, along the upper reach of the Ganga basin the region is invariably under clouds
for most part of the year. A certain amount of clouds are invariably present in the area
comprising the Ganga river basin in the plains of Uttar Pradesh also. This can well be
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noted from the mosaics of satellite data presented in the present work. After browsing
several data sets, satellite data with minimum cloud cover have been selected during the
project work.
Multidate, orthorectified LANDSAT MSS post monsoon data of 1970’s and multidate,
orthorectified LANDSAT TM postmonsoon data of 1990’s has been downloaded form
the website: http://www.landsat.org/ortho/index.htm. Multidate IRS-1 D LISS-III post-
monsoon satellite data of the year 2000, multidate IRS-P6 ( Resourcesat-I) LISS-III post-
monsoon satellite data of the year 2004 and Multidate IRS-P6 ( Resourcesat-I) LISS-III
pre- and post-monsoon satellite data of the year 2006 covering Uttar Pradesh, part of
Uttarakhand states of the country have been procured from the National Data Centre,
National Remote Sensing Agency Hyderabad, for the present study. The sensor details of
MSS, TM and LISS – III data is given in Table 4.1.
These raw data were geocorrected according to latitude-longitude information obtained
from the Survey of India (SOI) topographical maps and also using the ground control
points collected with the GPS during the field survey, which are considered as the
reference/base maps for the present study. Later on the geocorrected satellite data was re-
projected to the projection similar to the SOI topographical maps so as to maintain the
uniformity with in the data base generated there after. Salient features of MSS, TM and
LISS III data are as follows:
Table 4.1: Imaging Sensor Characteristics of MSS, TM and LISS III
Satellite Sensors Spectral Bands
Wavelength (mm)
Spatial Resolution
(m)
LANDSAT-1/2
MSS
0.50-0.60
0.60-0.70
0.70-0.80
0.80-1.10
79
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LANDSAT-5
TM
0.45 - 0.52
0.52 - 0.60
0.63 - 0.69
0.76 - 0.90
1.55 - 1.75
10.40 - 12.50
2.08 - 2.35
30
120
30
IRS – 1D
RESOURCESAT-I
LISS - III
0.52-0.59
0.62-0.68
0.77-0.86
1.55-1.70
23.5
70.5
The list of LANDSAT MSS data of 1970’s, LANDSAT TM data of 1990’s, IRS-1 D
LISS III data for year 2000 and IRS-P6 ( Resourcesat-I) LISS-III data for year 2004 and
2006 are listed below (Table 4.2, 4.3, 4.4, 4.5 and 4.6):
TABLE 4.2: LANDSAT MSS data OF 1970’S
Sr.No. Path Row Acquisition date of
RS data
1 153 42 14 Feb.1977
2 154 42 05 Nov, 1975
3 155 41 10 Jan, 1973
4 156 41 30 Jan, 1977
5 157 39 14 Nov, 1972
6 157 40 08 Mar, 1977
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TABLE 4.3: LANDSAT TM data OF 1990’S
Sr.No. Path Row Acquisition date of
RS data
1 142 42 10 Nov,1990
2 142 43 10 Nov,1990
3 143 42 17 Nov,1990
4 145 40 15 Nov,1990
5 145 41 15 Nov,1990
6 145 42 15 Nov,1990
7 146 39 21 Oct,1990
8 146 40 24 Sep,1992
TABLE 4.4: IRS-1D LISS III data for year 2000
Sr.No. Path Row Acquisition date of
RS data
1 96 50 17 Dec.2000
2 97 50 2 Feb.2001
3 97 51 2 Feb.2001
4 98 51 16 Nov.2000
5 98 52 16 Nov.2000
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6 99 52 13 Nov.2000
7 99 53 13 Nov.2000
8 100 53 5 Dec.2000
9 101 53 7 Nov.2000
10 101 54 7 Nov.2000
11 102 53 4 Nov.2000
12 102 54 29 Nov.2000
13 103 53 26 Nov.2000
14 103 54 21 Dec.2000
TABLE 4.5: IRS-P6 (RESOURCESAT-1) LISS III data for year 2004
Sr.No. Path Row Acquisition date of
RS data
1 96 50 13 Nov.2004
2 97 50 12 Dec.2004
3 97 51 12 Dec.2004
4 98 51 10 Jan.2005
5 98 52 3 Feb.2005
6 99 52 4 Nov.2004
7 99 53 28 Nov.2004
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8 100 53 9 Nov.2004
9 101 53 14 Nov.2004
10 101 54 14 Nov.2004
11 102 53 13 Dec.2004
12 102 54 19 Nov.2004
13 103 53 24 Nov.2004
14 103 54 18 Dec.2004
TABLE 4.6: IRS-P6 (RESOURCESAT-1 data for year 2006
Sr.No. Path Row Acquisition date of
RS data
1 96 50 12 Feb.2006
03 Nov.2006
2 97 50 17 Feb.2006
15 Oct.2006
3 97 51 17 Feb.2006
15 Oct.2006
4 98 52 22 Feb.2006
1 3 Nov.2006
5 99 52 27 Feb.2006
18 Nov.2006
6 99 53 27 Feb.2006
18 Nov.2006
7 100 53 04 Mar.2006
23 Nov.2006
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8 101 53 13 Feb.2006
28 Nov.2006
10 101 54 13 Feb.2006
28 Nov.2006
11 102 53 18 Feb.2006
09 Nov.2006
12 102 54 18 Feb.2006
09 Nov.2006
4.2.2: Colateral data
The database consulted as reference for the present study, covering Ganga river channel
in Uttar Pradesh is as listed below.
Survey of India topographical maps on 1:250,000, as listed below:
Table 4.7: List of Topographical sheet
Toposheet Number Survey year
53 K 1966-67
63 G 1923-25, 1972
Geological map of India published by Geological survey of India (1972)
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Compilation of geological and geomorphological map of Ganga basin U. P. (GSI
records Khanna and Prasad, 1995).
Seismo-tectonic Atlas of India published by Geological survey of India (2001)
Ancillary reports and map (Muley et. al., 2006a, 2006b; Arya et al., 2008a, 2008b,
2008c)
The Survey of India topographical maps with the different survey years were used for the
study. Thus while mosaicing this topographical maps mismatch in stream pattern and the
river features between adjacent topographical maps occurred at some places. The Ganga
river is characterized by high rate of variation in its channel configuration, stream flow
and sediment transport at few locations. Its large alluvial channel is marked with intense
braiding and frequent changes in its banks at some of the location along the course. Due
to frequent changes in its river course tracing out river for its entire course leads to
mismatch in its channel pattern if it is done using different topographical maps on
1:250,000 scale, as their survey period differs from map to map.
4.2.3: In Situ Data:
Field data, including the field photographs and the ground control points collected during
the field survey carried out in the Uttar Pradesh state along the Ganga river from
Devprayag to Varanasi, primarily covering the selected windows all along the Ganga
river course in pre-monsoon season during March 2007. The ground control points
collected at certain places mainly, Devprayag, Rishikesh, Haridwar, Bijnor, Kanpur and
Allahabad covering UttaraKhand and Uttar Pradesh, were used for geocorrection of
satellite images. The list of ground control points collected during the field survey of the
study area in Uttar Pradesh and part of uttarakhand states is given below in Table 4.8 and
are plotted on the mosaic of satellite images of year 2004 in Figure 4.1.
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Table 4.8: List of GCP’s collected from Uttar Pradesh using GPS
Sr. No. Lattitudes Longitudes Altitudes (Ft) Above MSL
1 N30°00.558' E78°11.502' 1102
2 N30°06.126' E78°17.615' 1033
3 N30°07.574' E78°19.824' 1155
4 N30°08.687 E78°35.765' 1309
5 N30°04.483' E78°30.092' 1450
6 N30°05.378' E78°26.073' 1302
7 N29°22.370' E78°02.475' 682
8 N28°11.612' E78°24.224' 528
9 N27°55.813' E78°51.291' 479
10 N27°36.616' E79°15.949' 456
11 N27°38.022' E79°17.821' 446
12 N26°30.468' E80°19.018' 328
13 N26°30.738' E80°19.244' 335
14 N26°31.178' E80°19.622' 341
15 N26°31.488' E80°19.883' 331
16 N26°32.022' E80°20.318' 338
17 N26°37.634' E80°19.048' 308
18 N26°38.368' E80°19.779' 308
19 N26°39.993' E80°22.447' 318
20 N26°40.597' E80°24.722' 331
21 N26°28.327' E80°22.475' 328
22 N25°26.202' E81°53.340' 266
23 N25°25.938' E81°54.024' 266
24 N25°26.087' E81°53.621' 249
25 N25°26.365' E81°52.883' 272
26 N25°31.616' E81°55.695' 266
27 N25°31.031' E81°52.005' 262
28 N25°30.717' E81°51.962' 272
29 N25°30.221' E81°51.960' 259
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4.3: Methods
Digital satellite data on 1:250,000 scale for the entire river course and on 1:50,000 scales
for selective reaches/windows were interpreted at the first instance. First, georeferencing
of the satellite data was carried out with reference to ground coordinates referred from the
Survey of India topographical maps and using the ground control points collected with
the GPS during the field survey, to minimize errors in mapping landforms. A standard
classification system and legend, given in section 4.4, was adopted for the fluvial
geomorphological mapping. Database consists of the Ganga river course and surrounding
fluvial geomorphological features were generated using SOI toposheets which was
considered as the reference/base map through out the study. Prior to the preparation of
the thematic maps the river morphological features to be shown on the maps presenting
channel configuration were identified keeping in view the objectives of the present study.
ERDAS Imagine software was used for image processing and analysis purpose. Visual
interpretation and digitization of the fluvial geomorphological features of the Ganga river
in Uttar Pradesh state as discerned from the satellite data procured in the digital form of
1970’s, 1990, 2000, 2004 and 2006 for selected reaches/windows on 1:50,000 scale for
was followed by integration of multidate satellite data analysis using ARC GIS. The
various thematic layers have been generated adopting the method of onscreen analysis of
multidate satellite data.
Bank line, main and secondary channels courses, sandbars, agriculture/grass land, island,
flood plains, palaeochannels (meander scars, abandoned channels) were identified and
delineated. In addition, fluvial features like the oxbow lakes, waterbodies, major land use
classes like forests and cultural features like the townships/cities, railway line, national
highways and approach roads in the plains of Uttar Pradesh were also identified from the
satellite data. However, in order not to add clumsiness to the maps only major cities have
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been shown on the maps for knowing the reference location on the ground. These maps
were then compared with the map prepared using SOI data to understand/identify the
river channel changes of the Ganga river and its morphological changes.
Ground truth was carried out from Devprayag to Varanasi, all along the Ganga river
course in pre-monsoon season during March 2007. The field data was collected at certain
places mainly, Devprayag, Rishikesh, Haridwar, Bijnor, Kanpur and Allahabad covering
UttaraKhand and Uttar Pradesh. Global Positioning System (GPS) was used to locate test
site on the ground with respect satellite image by registering latitude and longitude of the
test site. The landforms namely, sandbars, terraces, paleochannel, ox-bow lake,
floodplain, meanders and straight river course were studied on the ground. The river
deposits like course to fine sand, pebbles, gravels and boulders were seen on the bank and
within riverbed.
In addition to the generation of data on various fluvial geomorphological features of the
Ganga river bed areas of erosion and aggradation along both the banks were also
formulated. Areas eroded away by the river and the newly silted up areas during the
period under consideration have been worked out. The studies also revealed the stable
and unstable river banks, rate of erosion, islands indicating presence of agriculture/ grass,
etc. The analysis also brought out significant data on the trend of changes in channel of
the rivers which will lead to help understanding likely behavior of the river channels in
due course thus helping to define suitable flood / erosion protection measures. Relation
between the river behavior and the structures present in the river basin as well as the
evolutionary trend of the river was also identified.
This database generated using the remote sensing and Geographical Information System
form basic background information useful for various types of development activities
such as water resources, flood control measures, agriculture, land use, geoengineering,
etc. Flow chart depicting the methodology deployed for carrying out present study and
meeting the objectives set is as shown below (Fig 4.2):
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Figure 4.2: Flow chart showing the methodology
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4.3.1: Digital Image Processing:
In today’s world of advanced technology where most remote sensing data are recorded in
digital format, virtually all image interpretation and analysis involves some element of
digital processing. Digital image processing may involve numerous procedures including
formatting and correcting of the data, digital enhancement to facilitate better visual
interpretation, or ever automated classification of targets and features entirely by
computer (some times referred to as Image analysis system) with the appropriate
hardware and software to process data. Most of the common image processing functions
available in image analysis systems can be categorized into the following four categories;
(1) Preprocessing, (2) Image Enhancement, (3) Image transformation and (4) Image
classification and Analysis.
4.3.1.1: Preprocessing:
Preprocessing functions are those operations that are intended to correct for sensor- and
platform- specific radiometric and geometric distortions of data and are normally
required prior to main data analysis and extraction of information, commonly named as
radiometric and geometric corrections.
4.3.1.1.1: Geometric corrections:
All remote sensing images are inherently subjected to geometric distortions. These
distortions may be due to several factors, including; the perspective of the sensor optics;
the motion of the scanning system; the motion of the platform, the platform attitude and
velocity; the terrain relief and the curvature and rotation of the earth. Geometric
corrections are intended to compensate for these distortions so that the geometric
representation of the imagery will be as close as possible to real world.
The geometric registration process involves identifying the image coordinates (i.e. row,
column) of several clearly discernible points called ground control points (or GCPs), in
the distorted image (Fig 4.3: A-A1 to A4) and matching them to their true positions in
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ground coordinates (e.g. latitude, longitude). The true ground coordinates are typically
measured from a map (Fig 4.3: B-B1 to B4), either in paper or digital format. This is
image to map registration and similarly registration may also be performed by registering
images to another image, instead of geographic coordinates, which is called image to
image registration.
Figure 4.3: Ground control points
(Source: http://www.ccrs.nrcan.gc.ca/resource/tutor/fundam/index_e.ph)
In order to geometrically correct the original distorted image, a procedure called
resampling was used to determine the digital values to place in the new pixel locations of
the corrected output image (Fig 4.4). There are three methods for resampling: nearest
neighbour, bilinear interpolation and cubic convolution. Nearest neighbour resampling is
the simplest method and used in present study (Fig 4.5). It uses the digital value from the
pixel in the original image which is nearest to the new pixel location in the corrected
image and hence it does not alter the original values.
Figigure 4.4: Nearest Neighbour resampling method
(Source: http://www.ccrs.nrcan.gc.ca/resource/tutor/fundam/index_e.ph)
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Figure 4.5: Image to Image Geometric corrections using ERDAS Imagine software
(Source: ERDAS Imagine Software)
4.3.1.1.2: Mosacking:
Mosaicking is the process of joining georeferenced images together to form a larger
image or a set of images (Fig 4.6). The input images must all contain map and projection
information, although they need not be in the same projection or have the same cell sizes.
Calibrated input images are also supported. All input images must have the same number
of layers.
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Figure 4.6: Mosacking operation using ERDAS Imagine software
(Source: ERDAS Imagine Software)
4.3.1.2: Image Enhancement:
Enhancements are used to makes visual interpretation and understanding of imagery
easier. The advantage of digital imagery is that it allows us to manipulate the digital pixel
values in an image. With large variations in spectral response from a diverse range of
targets (e.g. forest, deserts, snowfields, water, etc.) no generic radiometric correction
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could optimally account for and display the optimum brightness range and contrast for all
targets. Thus, for each application and each image, a custom adjustment of the range and
distribution of brightness values is usually necessary. In raw imagery, the useful data
often populates only a small portion of the available range of digital values (commonly 8
bits or 256 levels). Contrast enhancement involves changing the original values so that
more of the available range is used, thereby increasing the contrast between targets and
their backgrounds.
4.3.2.1.1: Image Histogram:
The key to understanding contrast enhancements is to understand the concept of an image
histogram. A histogram is a graphical representation of the brightness values that
comprise an image (Fig 4.7). The brightness values (i.e. 0-255) are displayed along the x-
axis of the graph. The frequency of occurrence of each of these values in the image is
shown on the y-axis. By manipulating the range of digital values in an image, graphically
represented by its histogram, we can apply various enhancements to the data.
Figure 4.7: Image Histogram as seen using ERDAS Imagine software
(Source: ERDAS Imagine Software)
There are many different techniques and methods of enhancing contrast and detail in an
image; but the only linear contrast stretch is the one which is used for present work.
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4.3.2.1.2: Linear contrast stretch:
The simplest type of enhancement is a linear contrast stretch. This involves identifying
lower and upper bounds from the histogram (usually the minimum and maximum
brightness values in the image) and applying a transformation to stretch this range to fill
the full range (Fig 4.8). This enhances the contrast in the image with light toned areas
appearing lighter and dark areas appearing darker, making visual interpretation much
easier.
Figure 4.8: Linear contrast stretch (Source: http://www.ccrs.nrcan.gc.ca/resource/tutor/fundam/index_e.ph)
Figure 4.9: Transfer function used in linear contrast stretch (Source: Lecture note, EDUSAT program 2007, Department Of Space, Govt. of India)
The equation y = ax + b (eq. 1) performs the linear transformation in a linear contrast
stretch method (Fig 4.9). The values of ‘a’ and ‘b’ are computed from the equations.
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a = (ymax - ymin)/ xmax - xmin and b = (xmax ymin - xmin ymax)/ xmax - ymin
Where, x = Input pixel value and y = Output pixel value. xmin, xmax, ymin and ymax are the min and max input and output values. To stretch the data between 0-255, eq. 1 takes the form:
Figure 4.10: Min and Max brightness curves before and after linear contrast stretch (Source: Lecture note, EDUSAT program 2007, Department Of Space, Govt. of India)
This graphic illustrates the increase in contrast in an image before (left) and after (right) a
linear contrast stretch (Fig 4.10, 4.11).
Figure 4.11: Image display before and after linear image stretch (Source: http://www.ccrs.nrcan.gc.ca/resource/tutor/fundam/index_e.php)
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4.3.1.3: Image Transformation:
Image transformations typically involve the manipulation of multiple bands of data,
whether from a single multispectral image or from two or more images of the same area
acquired at different times (i.e. multitemporal image data). Either way, image
transformations generate "new" images from two or more sources which highlight
particular features or properties of interest, better than the original input images.
4.3.1.3.1: Change Detection (Image subtraction):
Basic image transformations apply simple arithmetic operations to the image data. Image
subtraction is often used to identify changes that have occurred between images collected
on different dates (Fig 4.12, 4.13). Typically, two images which have been geometrically
registered are used with the pixel (brightness) values in one image (1) being subtracted
from the pixel values in the other (2). Scaling the resultant image (3) by adding a constant
(127 in this case) to the output values will result in a suitable 'difference' image. In such
an image, areas where there has been little or no change (A) between the original images,
will have resultant brightness values around 127 (mid-grey tones), while those areas
where significant change has occurred (B) will have values higher or lower than 127 -
brighter or darker depending on the 'direction' of change in reflectance between the two
images . This type of image transform can be useful for mapping changes in any
geomorphological features.
Figure 4.12: Image Subtraction (Source: http://www.ccrs.nrcan.gc.ca/resource/tutor/fundam/index_e.php)
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Figure 4.13: Change detection model used in ERDAS Imagine Software (Source: ERDAS Imagine Software)
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4.3.2: Introduction to Interpretation and Analysis:
Interpretation and Analysis of remote sensing imagery primarily involves the
identification and/or measurement of various targets in an image in order to extract useful
information about them and those targets may be natural or man-made features. Targets
may be defined in terms of the way they reflect or emit radiation. This radiation is
measured and recorded by a sensor, and ultimately is depicted as an image product such
as an air photo or a satellite image. To interpret any remote sensing data, the interpreter
should have the knowledge about the ‘behavior of the target with electromagnetic
radiation, i.e. spectral behavior of any object. Moreover the ground investigations are
very necessary as it gives the realistic picture of the area under study and one can
establish relationships between radiative and physical properties of any object over
electromagnetic spectrum.
Imagery displayed in a pictorial or photograph-type format, independent of what type of
sensor was used and how the data were collected is refered to the data as being in analog
format. Remote sensing images represented in a computer as arrays of pixels, with each
pixel corresponding to a digital number, representing the brightness level of that pixel in
the image are in a digital format. Both analogue and digital imagery can be displayed as
black and white images, or as colour images by combining different channels or bands
representing different wavelengths. When remote sensing data are available in digital
format, digital processing and analysis may be performed using a computer. Digital
processing may be used to enhance data as a prelude to visual interpretation. Digital
processing and analysis may also be carried out to automatically identify targets and
extract information completely without manual intervention by a human interpreter.
However, rarely is digital processing and analysis carried out as a complete replacement
for manual interpretation. Often, it is done to supplement and assist the human analyst. In
most cases, a mix of both methods is usually employed when analyzing imagery. In fact,
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the ultimate decision of the utility and relevance of the information extracted at the end of
the analysis process still must be made by humans.
The present section discusses the image interpretation, including the identification and
delineating the fluvial geomorphological features of the Ganga river basin in Uttar
Pradesh state from multispectral and multitemporal data provide by the LANDSAT and
IRS satellites, using the digital image processing and the geographical information
system for generating the required results to meet the objectives of the present study (Fig
4.14).
4.3.3: Sequence of Interpretation and Analysis:
The sequence in the image interpretation and analysis begins with the detection and
identification of objects followed by delineation after that deduction, then classification
using satellite data and the ancillary data to generate different themes, which forms the
essential part of the database and finally integration of two or more data sets or themes
from the generated database and the ancillary data to generate new themes, features and
quantities and computation of the newly generated quantities, giving statistics, as well as
the output in one or more desired formats. Image is considered in terms of information
and proceedings starts from general considerations to specific details and from know to
unknown features.
4.3.3.1: Detection
Detection means selectively picking out an object or element of importance for the
particular kind of interpretation in hand. It is often coupled with recognition, in which
case the object is not only seen but also recognized.
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4.3.3.2: Recognition and Identification Recognition and identification together are sometimes termed photo-reading. However,
they are fundamentally the same process and refer to the process of classification of and
object means of specific or local knowledge within a known category upon objects
detection in an image.
4.4.3.3: Delineation It is a process of separating and delineating a set of similar objects. In this step boundary
lines are drawn separating the groups and the degree of reliability of these lines may be
indicated.
4.3.3.4: Deduction Deduction may be directed to the separation of different groups of objects or elements
and the deduction of their significance based on converging evidence. The evidence is
derived mainly from visible elements, which give only partial information on the nature
of certain correlation indications.
4.3.3.5: Classification Classification establishes the identity of a surface or an object delineated. It includes
modification of the surface into a pertinent system for use in field investigation.
Classification is made in order to group surfaces or objects according to those aspects
that, for a certain point of view, bring out their most characteristic aspects.
4.3.3.6: Integration and Output Integration is the process of integrating the database generated from above mentioned
steps and the ancillary data available, including the spatial and non-spatial data, to
generated new datasets which includes features and/or quantities.
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Figure 4.14: Flow chart showing the process of Interpretation and Analysis
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4.4: Classification System:
A classification system was defined and was adopted for carrying out the fluvial
geomorphological studies of the Ganga river in the selected area of Uttar Pradesh state of
India. The following classification system was followed to interpret the landforms of
fluvial origin and was used for mapping fluvial geomorphological units and forms using
satellite data in present work.
This classification system contains three major devision, i.e.
1. The Feature: The regional feature, which in present case is the Gangetic plain,
2. The Units: Two major fluvial geomorphic units were identified in the study are,
viz., the River bed and the flood plain.
3. The Forms: Different fluvial geomorphological landforms were identified using
the satellite data as described in the classification system.
The standard legend for fluvial geomorphological mapping was also defined for the
representation of the different fluvial geomorphological landforms as shown in the
classification system below.
Interpretation key, with definitions of the fluvial geomorphological features (Fairbridge,
1968; Bates and Jackson, 1980) was also formulated for identifying and delineating each
and every landforms of fluvial origin along with the present classification system. These
interpretation keys were used to interpret the fluvial geomorphological landforms in the
study.
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Level I Level II Level III FEATURE UNIT FORM LEGEND INTERPRETATION KEY
GANGA RIVER PLAIN
RIVER BED
BANKLINE
Bank of a stream can be defined as margin of the ground bordering a river/stream with water during normal course of flow. Thus it is the line separating the Riverbed and flood plain. Here river bed is identified by river channels (water show dark tone), in association with the sandbars (bright tone) in an image. The flood plain has high moisture content, vegetation (high reflectance in infrared region) and cultivation pattern. Hence it becomes distinguishable from the riverbed on an image.
RIVER CHANNEL
River channel absorbs most of the EMR incident on it, when it is turbid it exhibits different shades of blue in the FCC image as the green band is assigned the blue colour. Moreover streams can also be distinguished by the other form of water bodies by its spatial extent and pattern, i.e. shape, size, riverine patterns and its association with the other fluvial features
SANDBAR
Single stranded streams with straight or sinuous pattern forms the sandbars which are usually formed on the inner side of the meander. Its spectral characteristics includes a very bright tone with almost white to dull white colour as the sand has a very low moisture content and hence a very high reflectance in almost all the region of EM spectrum. Its orientation, form and association with the river channels make its identification and distinction from other fluvial features very easy
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CHANNEL BAR
Multi stranded or braided streams gives rise to the channel bars which separates two channels from each other. It exhibits bright to dull white colour in an image pertaining to its higher reflectance. Small channel bars are water submerged partially or completely in water and remain water laden hence their reflectance decreases. As it is interlaced with the braided streams and it is much smaller in size then compared to islands it can be identified easily
SANDBAR/ CHANNEL BAR
WITH VEGETATION
Cultivation/grass partly covering the sandbars/channel bars and can be identified on the satellite image FCC in different tone of red colore as vegetation highly reflects the near infrared radiations and the red colour is assigned to the near infrared band. Its size is much smaller and is relatively more prone to erosion as compared to islands. Its pattern and association with the river channels makes its identifiable on an image
ISLAND
By definition an island is a land, completely surrounded by water under normal condition in river. A braided channel forms islands between two or more channels. Mature or relatively stable islands covers fairly large area in the river bed, do not get completely submerged frequently as they are upto flood plain level, do not get eroded by river flow because of well-developed vegetation cover as compared to sandbars/channel bars. It is seen in the different shades of red colour in FCC image because the vegetation highly reflects the near infrared radiations and the red colour is assigned to the near infrared band. As it is surrounded on all the sides by the river channels its easily gets separated from the floodplains on a standard FCC satellite image
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FLOOD PLAIN
ABANDONNED CHANNEL
Abandoned channel is a channel along which runoff no longer occurs or is cut off from the main stream. As there is no runoff, sandy riverbed is exposed, exhibiting the bright tone on an image as the sand is highly reflective. But It is distinguished from sandbars by its drainage pattern, size and its association with the active river channels
PALAEOCHANNEL/ PALAEO
MEANDER SCAR
A remnant of a stream channel cut in the older rock and filled by the sediments of younger overlying rock is called palaeochannel. It is discernible and distinguishable from flood plain on an image mainly because of its drainage pattern. It has high moisture content and a vegetation cover, which shows dull tone with different shades of red in standard FCC image. Its presence in the flood plain/interfluves, in proximity with the active stream also helps in its identification
OXBOW LAKE
It is crescent-shape body of standing water, situated near by the side of the river/stream in the abandoned channel of the meander. Thus it can be identified on a a standard FCC image by its dark tone, dark blue colour, its crecent shape, comparatively smaller size than a meandering stream, drainage pattern and association with an active stream
WATERBODY
A water body can be identified on a standard FCC image by its dark tone, dark blue colour, its shape depending on its origin (natural or man-made), comparatively much smaller size than a stream and absence of any kind of drainage pattern
DRY/SILTED LAKE
A silted up waterbody can be identified on a FCC image by its bright tone, shape depending on its origin (natural or man-made) and comparatively much smaller size
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4.5: Interpretation & Analysis of Fluvial
Geomorphological Features from satellite data:
Different features can be identified and distinguished on the basis of their characteristics,
i.e. difference in its spectral, spatial and temporal behavior. Different features exhibits
unlike and unique behavior in different bands and hence in a multi spectral images
different bands stacked together and assigned different colours, forming a False Colour
Composits (FCC), gives a complete information of an area under study. Fluvial
geomorphological features as defined (Fairbridge, 1968; Bates and Jackson, 1980) and
listed in previous section have been identified and delineated as mentioned below in
details:
4.5.1: Bank line:
Bank of a stream can be defined as margin of the ground bordering a river/stream with
water during normal course of flow. The bank line is, primarily, the rising ground
bordering the river. River courses straight, meandering or braided seldom change their
bank line, in particular, if the rivers are flowing through hard rocks. But the river flowing
through the alluvial plains, which is under dynamic equilibrium with fluvial processes as
well as seismotectonic events hardly, shows stable river morphology.
The bank line is the linear feature separating the riverbed and flood plain. River bed is
identified principally by its drainage pattern (Fig 4.15, 4.16). In the standard FCC image
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the property of water to show darkest tone, as it absorbs most of the part of the EMR
which is incident upon it, thus the reflectance is quite low, and its association with the
bright toned sandbar deposits along the banks as well as between the braided channels
helps detect/identify the river bed on an image. The flood plain shows comparatively
darker tone because of the presence of the high moisture content, but because of the high
reflectance of vegetation in infrared region it appears in different shades of red on the
standard FCC image. Moreover the flood plain is highly fertile land thus it is used for
cultivation and shows cultivation pattern in the image which makes it becomes
distinguishable from the riverbed on an image. Thus the river bed and flood plains are
detected/identified and the line separating both units delineated and deducted from the
other fluvial features and classified as the bank line of the river.
The catchment area of the Ganga valley comprises friable rocks and silty soil. In addition
the region is known for its seismic instability. The entire course of the river Ganga flows
through the alluvial plains and shows braided channel almost throughout its course except
at a stretch downstream of Allahabad and extends up to the Uttar Pradesh and Bihar state
border where river exhibits typical meandering pattern with the well defined banks, again
forming braiding pattern in the plains of Bihar state.
The excessive sediment load is the principal cause for shifting of channels and formation
of sandbars in its course. In addition, tributaries also carry high sediment load to the
Ganga River further enhancing the braiding pattern. High sediment load and continuous
flattening of slopes in the downward direction has resulted in the instability of the river
which can be noted from continuous changes in river channels and river banks, in
particular.
At several places the riverbed has come very close to the ground level. During floods the
river spreads quite a large quantity of sediments brought by its currents on its banks thus
diffusing its identity. Wherever the river bank gets merged with the sediments for
delineation of bank line on satellite data, available maps were referred to and also the
general trend of the river as observed from the synoptic view provided by the imagery
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was taken into consideration. The river is joined by many small and large tributaries on
both the banks. Many of the tributaries originate from the Himalayan ranges. Yamuna is
among those and is one of the major rivers joining the Ganga River in Uttar Pradesh. In
addition to few major tributaries, number of streams drain directly in to the river. Due to
bank erosion the outfall locations of these tributaries keep on changing. This results in
quite large-scale variations in the locations of the riverbank at the sites of confluence of
rivers. It is rather difficult to define bank line of the Ganga in such locations.
Figure 4.15: IRS P6 (Resourcesat-I) post-monsoon image (FCC) showing the Ganga
river with braided pattern and diffused bank line
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Figure 4.16: IRS P6 (Resourcesat-I) post-monsoon image (FCC) showing the Ganga
river with meandering pattern and well defined bank line
4.5.2: River channel:
The braided nature of the Ganga river presents intense multiple interlaced channels
separated by channel bars and islands of varying size, shape and orientation. The main
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channel along with its subsidiary stream channels are marked by their constantly shifting
nature with almost every monsoon period (Fig 4.7, 4.18).
The river wherever gets constricted due to the presence of the competent formation which
is resistant to erosion shows a single channel without any change in its course over the
ages. For instance the course downstream of Allahabad which extends up to the Uttar
Pradesh and Bihar state border, where the river is flowing as a single channel, exhibit a
typical meandering pattern and does not show any change in its stream pattern as well as
banks.
The river pattern, in particular, main channels and subsidiary channels can very well be
discerned by its spectral and spatial characters from the synoptic view provided by the
satellite images. As the water of the streams absorbs most of the EMR hence shows a
darker tone on the images. Only the visible light is reflected from the streams and most of
it is in the green region of visible spectrum hence the streams exhibits different shades of
blue in the FCC as the green band is assigned the blue colour, hence can be
detected/identified on an image. Moreover streams can also be deducted by the other
form or waterbodies by its spatial extent, i.e. its shape, size and riverine patterns viz. the
braided and meandering. Thus the water bodies with the reverine pattern can be classified
as the river channels and further as the main and the secondary channels using the
satellite data.
The Ganga river exhibits both the patterns typically in different area through out its
course in the Uttar Pradesh state. The dynamic changes in the main stream can best be
monitored from the satellite images. In the present work an attempt has been made to
highlight the variation in the main channel pattern. The shifting of the main channel in
the riverbed is not uniform. The shifting of the main channel varies from small to large-
scale shift. There is quite a large variation in the channel width of the main channel
throughout the course of the Ganga River.
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Figure 4.17: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing the main
and the secondary channel courses of the Ganga river
Figure 4.18: Field photograph showing the main and the secondary channel courses
of the Ganga river
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4.5.3: Sandbars and Channel bars:
The braided channel of the Ganga River is characterized by sandbars and channel bars.
The excessive sediment load is the principal cause for the formation of sand bars in the
Ganga River. The sand bars, in general, are elongated in shape with their longitudinal
axis parallel to the course of the river. They vary in their length and breadth. The local
inhabitants use some of the large sandbars for cultivation to meet their livelihood. Large-
scale grass growth is also quite common on some of the sandbars. Quite often during
succeeding floods these sand bars once again get inundated and many a times completely
get shifted due to floodwaters. Erosion of sandbars occurring upstream cause deposition
of these eroded sediments further downstream and as a result of these the new sand bars
are formed in the downstream direction.
Figure 4.19: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing sandbars
and channel bars in the Ganga river course
There are mainly two different types of sandbars associated with two different types of
patterns exhibited by the Ganga river. Single-stranded streams with straight or sinuous
pattern forms the sandbars (Fig 4.19, 4.20) which are usually formed on the inner side of
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the meander. Multi-stranded or braided streams gives rise to the channel bars (Fig 4.19,
4.21, 4.22) or braid bars which separates two channels from each other and are
surrounded by river braided channels on all the sides.
Synoptic view provided by the satellite data has made it possible to map and monitor the
development /movement and changes occurring in the sandbars/channel bars of the
Ganga River. Its spectral characteristics includes a very bright tone with almost white to
dull white colour as the sand has a very low moisture content and hence a very high
reflectance in almost all the region of Electromagnetic spectrum and thus it can easily be
detected/identified on the standard FCC image. Small channel bars are water submerged
partially or completely in water and remain water laden most of the time and hence their
reflectance highly decreases, thus it can be detected/identified because of its dull white to
grayish appearance on the standard FCC image. Depending on its occurance, orientation
and form in relation with the active streams, as described formerly, comprises its spatial
property, which makes its deduction from other fluvial features very easy and are
classified as sandbars and channel bars.
Figure 4.20: Field photograph showing sandbars in the Ganga river course
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Figure 4.21: Field photograph showing the channel bar in the Ganga river course
Figure 4.22: Field photograph showing the channel bar (water laden) in the Ganga
river course
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4.5.4: Sandbars and Channel bars with vegetation:
The riverbed of the Ganga River is spotted with enormous sand bars. These are of various
sizes and have been formed by fine sand and silt depositions. The annual flooding
influences the vegetation growth on the sand bars. If the local people find the large size
sandbars and the islands suitable for habitation purpose, they occupy these sand bars and
river islands and use the land for cultivation purpose. Vegetation growth increases the
stability of the sandbars/channel bars because it becomes more resistant to erosion.
The sandbars/channel bars partly under vegetation cover can be detected and identified
on the satellite image FCC because of the property of the cultivation/grass present on the
sandbars/channel bars to highly reflect the near infrared radiations (Fig 4.23). Thus it can
be seen in different tone of red colour because red colour is assigned to the near infrared
band in the standard FCC image. Its size is much smaller and is relatively more prone to
erosion as compared to islands. More over its pattern and association with the river
channels makes its deductible on an image and this set of land form is classified under the
present head and can also be considered as the stable sandbars/channel bars.
Figure 4.23: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing vegetation
(cultivation) on the sandbars
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Figure 4.24: Field photograph showing vegetation (cultivation) on the sandbars
The soils of the river island support the crops for sustainability of the habitation residing
on the river islands. The agriculture and grass occupy a considerable area in the Ganga
River almost throughout its course in Uttar Pradesh (Fig 4.24). The agriculture in the
riverbed is an indicative of sizable population residing in the riverbed of the Ganga River.
4.5.5: Island: Bar growth and island development are integral parts of the process of sediment transfer.
The principal cause for the formation of island in the Ganga River again is the excessive
sediment load carried along with the flow of the river. An island can be defined as a body
of land surrounded by water. Islands may occur in oceans, seas, lakes, or rivers (Brauer et
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al, 2005). An island in a river or lake may also be called an eyot (It is especially used to
refer to islands found on the River Thames in England) or ait. Mature or relatively stable
islands are the fairly large channel bars which are constructed up to floodplain level, with
well-developed vegetation (cultivation and/or grass) cover. On islands, soils are formed
and hence supports vegetation.
Many times, the change in river courses also carves out and island. A multi-stranded river
system exhibiting two different types of pattern, namely the braided pattern (Fig 4.25)
and the anabranching/anastomosing pattern (Fig 4.26), forms islands between two or
more channels. A side channel/smaller channel results from a river being divided into two
or more channels by an island. Like channel bars the islands in general, are elongated in
shape with their longitudinal axis parallel to the course of the river and vary in their
length and breadth. But unlike sandbars, river islands are a comparatively stable feature,
which gets inundated by the flood waters but does not often change its shape and
dimensions.
Figure 4.25: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing braided
pattern and the river island
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Satellite data provides a synoptic view which helps in understanding and monitoring the
river behavior and the change in the morphology of the river islands. River islands, as the
definition goes, have extensive vegetation cover which makes it relatively resistant to
erosion. It is detected/identified on the standard FCC image because it is seen in different
shades of red colour in FCC’s as the red colour is assigned to the third i.e. the near
infrared band because of the fact that the vegetation highly reflects the near infrared
radiations back. As it is surrounded on all the sides by the river channels its easily gets
separated from the floodplains and because of its much larger size, it can be distinguished
form the channel bars with vegetation (Fig 4.27). Thus it can be deducted from the other
fluvial landforms on a satellite image and classified as the Islands.
Figure 4.26: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing
anabranching/anastomosing pattern and the river island
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Figure 4.27: Field photograph showing the river island
4.5.6: Floodplains:
Floodplain is the flat region of a valley floor located on either side of a river channel. It
is built of sediments deposited by the river that flows through it and is covered by water
during floods when the river overflows its banks. During most floods, just a portion of
the floodplain is covered with water and only during infrequent, very large floods is the
whole floodplain covered. Floodplains tend to develop on the lower and less steep
sections of rivers. As with most large floodplains, however, the active floodplain lies
within a much broader floodplain formed by deposits laid down by the river earlier in its
history.
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The Ganges has very large floodplains that support a dense population engaged in
agriculture on the fertile floodplain soils. Floods play a central role in creating and
shaping floodplains. During a flood, the flow of a river is both larger and faster, allowing
it to carry more sediment. Some of this material comes from upstream of the floodplain,
but some of it is also eroded from the floodplain itself. As the flood recedes, the volume
and speed of the river diminishes and the river deposits some of its load of sediment.
Since floodplains are constructed of the material being carried by the river, they are
composed of relatively fine sediment. Most floodplains are composed of sand, silt, and
clay, but floodplains of gravel occur where the water flows are especially fast. The
sediments in a floodplain are constantly being eroded and re-deposited as the river
channel shifts position within the floodplain. For example, when a river makes a bend,
the water on the outside of the bend speeds up while the water on the inside of the bend
slows down. Consequently, material is eroded from the outside of bends where the flow
is a little faster and deposited along the inside of bends where the flow is slower. These
low, arc-shaped deposits on the inside of bends are called point bars. During floods, the
water level rises until it overflows the banks of the channel. The water flowing over the
floodplain is much shallower than the water flowing in the channel. As the water that has
overflowed the banks slows, it deposits some of its sediments. This leads to a build-up of
sediment, which produces ridges running parallel to the channel. Along large rivers, these
ridges, known as levees, can rise 5 to 10 m (15 to 30 ft) above the floodplain. Once
formed, levees have the effect of confining flood waters close to the channel, but during
large floods, these levee barriers are breached and the flood waters pour on to the
floodplain area behind. These high floodwaters carry with them sediment that is then
deposited on the floodplain beyond the levee. In this way, the floodplain deposits build
up vertically. Fluvial features levees were not identified on the images used in present
study.
Satellite sensors in the visible and infrared bands have long been used to provide
estimates of flood extent and flood hazard areas (Rango and Anderson, 1974). The
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characteristic to detect and identify floodplain on a satellite image is extensive growth of
vegetation reflecting mainly the infrared radiation and hence displaying shades of red on
FCC (Fig 4.28, 4.29). Numbers of fluvial features formed because of the river shift with
in the floodplain are useful to delimit the extension of the floodplain and it can also be
used to deduct this landform from other fluvial landforms. Mertes (1994) used Landsat
TM data to study Amazon river and found that the water surface on the flood plain was
frequently masked by vegetation. But the most important property for distinguishing an
active floodplain from the former floodplain is the moisture content, as it retains a large
amount of moisture after the floods recedes, which lowers its reflectance relatively (Fig
4.30). Thus considering all the above mentioned spatial and spectral characteristics this
landform can be classified as flood plain.
Figure 4.28: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing Flood
plains on both the side of the Ganga river course
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Figure 4.29: field photograph showing Flood plains with cultivation
Figure 4.30: field photograph showing Flood plains with water logging
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4.5.7: Abandoned channel:
A drainage channel along which runoff no longer occurs or is cut off from the main
stream is known as the abandoned channel. River bed can be abandoned because of
many natural factors like the fluvial processes, which brings changes in the dynamics of
the river, change in the discharge, etc. Avulsion is one of the well know phenomenon
giving rise to abandoned channels.
An avulsion will occur every time the bed of a river channel aggrades enough that the
river channel is super-elevated above the floodplain by one channel-depth. In this
situation, enough hydraulic head is available that any breach of the natural levees will
result in an avulsion (Bryant et. al., 1995 and Mohrig et. al., 2000). As the slope of the
river channel decreases, it becomes unstable for two reasons. First, water under the force
of gravity will tend to flow in the most direct course downslope. If the river could breach
its natural levees (i.e., during a flood), it would spill out onto a new course, thereby
obtaining a more stable steeper slope (Slingerland and Smith, 1998). Second, as its slope
gets lower, the amount of shear stress on the bed will decrease, which will result in
deposition of sediment within the channel and for the channel bed to rise relative to the
floodplain. This will make it easier to breach its levees and cut a new channel,
abandonning the older channel.
Rivers can also avulse due to the erosion of a new channel that creates a straighter path
through the landscape. This can happen during large floods in situations in which the
slope of the new channel is significantly greater than that of the old channel, which
eventually becomes abandoned channel . Where the new channel's slope is about the
same as the old channel's slope, a partial avulsion will occur in which both channels are
occupied by flow (Slingerland et. al., 2004).
An example of a minor avulsion is known as a meander cutoff, where the high-sinuosity
meander bend is abandoned in favor of the high-slope. Slingerland and Smith show that
this occurs when the ratio between the channel slope and the potential slope after an
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avulsion is less than 1/6 (Slingerland and Smith, 1998). Avulsion typically occurs during
large floods which carry the power necessary to rapidly change the landscape. Avulsions
usually occur as a downstream to upstream process via head cutting erosion. If a bank of
a current stream is breached a new trench will be cut into the existing floodplain. It either
cuts through floodplain deposits or reoccupies an old channel (Nanson and Knighton,
1996).
When a river channel gets abandoned, the sand/silt deposits deposited along the river bed
gets exposed to the surface. On the standard FCC image the sandy bed almost shows the
spectral signature like the sandbars/channelbars. It can be detected/identified as there is
no runoff, the sandy riverbed is exposed, and exhibiting the bright tone on an image as
the sand is highly reflective. But it is distinguished from sandbar/channel bar deposits by
its drainage pattern, shape, size and its association with the active river channels (Fig
4.31). Thus this class is deducted from the other fluvial features and classified as the
abandoned channels.
Figure 4.31: IRS FCC/field photograph showing the abandoned channel
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4.5.8: Palaeochannel:
A remnant of a stream channel cut the older rock and filled by the sediments of younger
overlying rock is called palaeochannel. It is also referred as a buried stream channel.
Palaeochannels are deposits of unconsolidated or semi-consolidated sedimentary rocks
deposited in ancient, currently inactive river and stream channel systems. The word
palaeochannel is formed from the words "palaeo" or 'old', and channel; ie; a
palaeochannel is an old channel. A crescent/concave mark on the face of bluff or valley
wall, produced by the lateral planation of meandering stream is termed as palaeo meander
scar. The meandering stream undercut the bluff and indicates the abandoned route of the
stream. An abandoned meander often filled in by deposits and vegetation but still
discernible is also called palaeo meander scar.
Palaeochannels are formed because of the source of river flows being removed, either
via a river changing course, climate change affecting the inflows into the catchment, or
perhaps faulting or tectonic movements altering the dynamics of a river system and/or its
flow direction. Palaeochannels are not necessarily permanent; it is possible for them to
become eroded via reactivation of erosional activity or reactivation of the original river
system. Palaeochannels are important for understanding movements of faults, which may
redirect river systems and thus form stranded channels which are in essence
palaeochannels.
It preserves Tertiary, Eocene and Recent sediments which are useful for understanding
climatic conditions which are used in understanding climate change and global warming.
It also preservs the evidence of older erosional surfaces and levels, useful for estimating
the net erosional budget of older regolith.
Remote sensing can be used for locating palaeo rivers successfully. Visible images, when
enhanced by contrast streatching, reveales palaeofeatures such as abandoned channels,
meander scars and oxbow lakes (Schultz and Engman, 2000). Landsat MSS and TM
were used by Philip and Gupta (1993) to lacate palaeo rivers and map three distict stages
in the migration of the Burhi-Gandak river in north-eastern India. It is detectable/
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identifiable and deductible from flood plain on an image mainly because of its drainage
pattern (Fig 4.32). It has high moisture content and a vegetation cover (Fig 4.34, 4.35),
which shows dull tone with different shades of red in standard FCC image. Its presence in
the flood plain/interfluves, in proximity with the active stream also helps in its
identification (Fig 4.33). A palaeochannel is distinct from the overbank deposits of
currently active river channels, including ephemeral water courses which do not regularly
flow, because the river bed of palaeochannel is filled with sedimentary deposits which are
unrelated to the normal bed load of the current drainage pattern. Palaeochannels can be
most easily identified as broad erosional channels into a basement which underlies a
system of depositional sequences which may contain several episodes of deposition and
represent meandering peneplains. Thereafter, a palaeochannel may form part of the
regolith of a region and, although it is unconsolidated or partly consolidated, is currently
part of the erosional surface (Anand and Paine, 2002). Thus the landform exhibiting all
the above listed characteristics on a standard FCC image, can be classified as the
palaeochannels
Figure 4.32: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing Palaeo
meander scar of the Ganga river
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Figure 4.33: IRS P6 (Resourcesat-I) post monsoon image (FCC) showing Palaeo
channels of the Ganga river
Figure 4.34: Field photograph showing traces of Palaeo channels of the Ganga river
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Figure 4.35: Field photograph showing traces of Palaeo channels of the Ganga river
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4.5.9: Oxbow lake, Water body and Dry/Silted lake:
It is crescent-shape body of standing water, situated near by the side of the river/stream in
the abandoned channel of the meander. A cutoff neck of the river/stream and the ends of
the original bends were silted up. The lake is often ephemeral in nature and located in
abandoned meandering channel present in floodplain. It is also defined as a single
meander loop, typically isolated or cutoff from the main stream by natural processes or
by human activities. Thus it can be detected/identified on a a standard FCC image by its
dark tone, dark blue colour. Its crescent shape, comparatively smaller size than a
meandering stream, drainage pattern and association with an active stream helps to
deduct this form and classify it as the oxbow lake.
A water body is a body of stagnant water and can be identified on a standard FCC image
by its dark tone, dark blue colour, its shape depending on its origin (natural or man-
made), comparatively much smaller size than a stream and absence of any kind of
drainage pattern (Fig 4.36).
A dried and silted up water body can be identified on a standard FCC image by its bright
tone, its shape depending on its origin (natural or man-made) and comparatively much
smaller size.
Figure 4.36: IRS FCC/field photograph showing the oxbowlake
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4.6: Integration and Output
For most data available in digital format from a wide array of sensors, data integration is
a common method used for interpretation and analysis. Data integration fundamentally
involves the combining or merging of data from multiple sources in an effort to extract
better and/or more information. This may include data that are multitemporal,
multiresolution, multisensor, multispectral and/or multi-data type (i.e. spatial or non
spatial data types) in nature.
For performing the applications of multitemporal, multiresolution, multisensor,
multispectral and/or multi-data type (i.e. spatial or non spatial data types) data integration
the data was geometrically registered, either to each other or to a common geographic
coordinate system or map base. Having the entire database in a common projections and
geographic coordinates also allows other ancillary (supplementary) data sources to be
integrated with the remote sensing data.
Multitemporal data integration has already been alluded to in previous section, when we
discussed image subtraction. Imagery collected at different times is integrated to identify
areas of change. Multitemporal change detection can be achieved through simple
methods such as these. Multiresolution data merging is useful for a variety of
applications. Integration of multispectral serves to retain good spectral resolution and can
give information captured in different regions of electromagnetic spectrum. Data from
different sensors may also be merged, bringing in the concept of multisensor data fusion.
The results from a Interpretation of a remote sensing data set in raster and/or vector
format, could be used to integrate with the other datasets (ancillary data in spatial or non
spatial formats) in a GIS.
Combining data of different types and from different sources, such as we have described
above, is the pinnacle of data integration and analysis. In a digital environment where all
the data sources are geometrically registered to a common geographic base, the potential
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for information extraction is extremely wide. This is the concept for analysis within a
digital Geographical Information System (GIS) database. Any data source which can be
referenced spatially can be used in this type of environment.
In essence, by analyzing diverse data sets together, it is possible to extract better and
more accurate information in a synergistic manner than by using a single data source
alone. There are a myriad of potential applications and analyses possible for many
applications.
Following information or the new themes andr the quantities generated by integration of
the available database and the database generated from the present exercise (which
includes the spatial and non spatial data sets) has been generated:
Change in the bankline
Change in the main and the secondary river channels
Change in the area/surfacial extent of the sandbars and the channel bars
Change in the area/surfacial extent of the islands
Change in the area/surfacial extent of the aggradation and the erosion of land
along both the banks
Change in the area/surfacial extent of the floodplains
Pattern of the palaeofeatures including the palaeochannels, palaeomeander scars,
recently abandoned channels and oxbow lakes within the floodplains
Formulation of the oscillation zone of the Ganga river on the basis of the behavior
of the river in past five decades
Inference regarding the factors including the natural and anthropogenic, affecting
the behavior of the Ganga river