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Analysis of Planform Changes using Satellite
Images
A.K.M. Saiful Islam Associate Professor, IWFM, BUET
December 2010 Email: [email protected]
Changes of River Banks
Change detection using Satellite Images◦ Types and sources of Satellite Images◦ Image Acquisition Processes◦ Image Analysis Tools: ILWIS, ERDAS◦ ILWIS: A Open Source Software
Google Earth: ◦ As a free image source & analysis tool
Hands on Exercise using ILWIS and LandSat Images
Presentation Outline
Most of the Major rivers of Bangladesh are either Meandering or Braided.
Every year, millions of people are affected by erosion that destroys standing crops, farmland and homestead land.
It is estimated that about 5% of the total Floodplain of Bangladesh is directly affected by erosion.
Change of Bank Line
Jamuna Ganges Padma Upper Megh
na
Lower Meghn
aAverage width (m)
1984 9,720 4,367 5,689 3,406 6,661
1993 *11,220 4,693 7,116 3,391 8,897
Rate of change of width (m/yr)
184 36 159 2 248
Changes during 1984-93
Jamun
a GangesPadm
a
Upper Megh
na
Lower Megh
na
Bank erosion rate (m/yr)
Left *100 -20 38 7 66
Right *84 56 121 -9 182
Maximum bank erosion rate (m/yr) *784 665 620 NA 824Bank erosion (ha/yr) *5,020 2,240 1,800 48 1,172
Bank accretion (ha/yr) *890 1,010 233 49 402
Change of width of the rivers
Source: ISPAN, 1995 Note: * Rates derived for the period 1984-92
Bank Erosion/Acceration
Satellite data is useful for monitoring changes of Bank lines.
However, careful inspection and Ground Truthing is necessary to verify the changes.
Using images of various Bands, False Color Composite images are developed to identify various features of the landscape.
Application of Remote Sensing for Monitoring Changes of Rive Banks
Spectral Images can be used
Low resolution (<=1km): ◦ NOAA, MODIS
Moderate resolution (<100m): ◦ Landsat, SPOT
High resolution (<5m): ◦ ICOKON, Quickbird, IRS, World View-2
Satellites
Medium Resolution Sattelite
Landsat-7
Orbit: 705 km, 98.20 inclination, sun-synchronous
Swath width: 185 km (FOV = 150)
Revisit time: 16 days
Spatial resolution: 15 m (PAN), 30 m (bands 1-5, 7), 60 m (band 6)
SPOT-1, 2, 3, 4
Orbit: 832 km, 98.70 inclination, sun-synchronous
Swath width: 60 km
Revisit time: 26 days
Spatial resolution: 10 m (PAN), 20 m (Multispectral)
High Resolution Satellites
SPOT-5
Orbit: 822 km, 98.70 inclination, sun-synchronous
Swath width: 60 km
Revisit time: 2-3 days
Spatial resolution: 5 m (PAN) 10 m (Multispectral)
IKONOS
Orbit: 681km, 98.20 inclination, sun-synchronous
Swath width: 11km
Revisit time: 1-3 days
Spatial resolution: 1m (PAN), 4 m (Multispectral)
QuickBird WorldView-1 WorldView-2
23 m 6.5 m 6.5 m
QuickBird WorldView-1 WorldView-2
Panchromatic (B&W)
450 - 900 nm 400 - 900 nm 450 - 800 nm
Multispectral:
Coastal Blue 400 - 450 nm
Blue 450 - 520 nm 450 - 510 nm
Green 520 - 600 nm 510 - 580 nm
Yellow 585 - 625 nm
Red 630 - 690 nm 630 - 690 nm
Red Edge 705 - 745 nm
Near-IR 1 760 - 900 nm 770 - 895 nm
Near-IR 2 860 - 1040 nm
High Resolution Satellites
High Resolution images need to be purchased.
However, some of the moderate resolution images can be downloaded freely.
Landsat TM and ETM images can be downloaded from USGS Global Visualization Viewer.
MODIS Images can be downloaded from LP DAAC web site at https://lpdaac.usgs.gov/lpdaac/get_data/wist
Sources of Satellite Images
Bank Shifting of bankline from base year (1989) to present year (2010) in meterLeft Bank Right Bank
At the bridge Location
-198.94 +240.8
1 km upstream
-157.16 +190.5
1 km down stream
-34.2 +67.35
Shift of Bankline
Planform changes of the Korotoa River at Shahjadpur
November 11, 1989 November 17, 2000
November 04, 2005 January 21, 2010
Shifting of bank line from base year (2004) to present (m)
At the bridge Location
-1.9 16.2
1 km upstream -1.3 15.3
1 km down stream
-2.9 15.3
Shift of Bank lines
Input Data: ◦ Landsat Images of Year 1989 and 2010 of Band 1-4◦ Bridge Location Text File (Lat, Long)
Software: ILWIS 3.7
Assignment: ◦ Develop False Color Composite Images ◦ Show the location of the Bridge Site◦ Determine the Bank lines during 1989 and 2010◦ Detect Changes of Banks
Outline
Import Bridge Location Text File “Bridge_Sundar_Teesta.txt”
It will imported as Table Create a Point Map from the Table Assign coordinate as “Lat-Lon”
Import Bridge Location
Longitude, Latitude90.33028611, 23.09426389
Open Table, Column1 as longitude and Column 2 as Latitude
Creating Maps file from Bridge Table
Create Point Map from the Table by Clicking right mouse > Table to Point Map
X Column as Long and Y Column as Latitude Coordinate System as LATLON Output PointMap “Kalkini_Bridge” > Show
Create Point Maps from Table
Band 1, 2, 3, 4, 5, 6, and 7 in folder 2010 and 1989
Import using via GDAL as TIF format
Import of Landsat Images of 1989 and 2010 in ILWIS
Band 1-7 as TIF images
Import Geo-Tif Images to ILWIS format
Import using TIF format and write file name
Importing TIF Image of Bands
Change image format as (TIF) and give a name
Import Band 1 to 7 using the same tools with and save file name as b1 to b7.
Make a Map List using Band 1 to 7.
Import Band 1 to 7 from TIF Images
Make map list using “>” and name it as “maps”
Creating Maplists from maps
Add all 7 layers to create a maplist “Maps”
Insert Bridge location on false color composite maps
Change color to red
Location of the bridge in red color
Customize Snap tools and tolerance for onscreen diziting
Change tolerance Values to small value
Customize Using right Mouse button
Change of Planforms using Images and Field verification
Field visit to the bridge site
Changes over 21 years
Bank Shifting of bank line from base year (2000) to present year (2005) in meter
At the bridge Location
-332 +398.57
1 km upstream
-266.55 +389.108
1 km down stream
-121.33 +206.10
Measuring shifts at Bridge