SlideShare a Scribd company logo
Photogrammetry surveying
and it‘s important
Prepared by:
Roshan Rawal
Photogrammetric surveying:advance technology :
•The word Photogrammetry composed of the words photo, gram and metry which
mean light,calculation and measurement respectively ie. Measurement from
photo.
•It’s a art, science and technology of obtaining reliable information about physical
object, environment by means of photograph in order to primarily determine
geometric characteristics such as size, form and position of the object
•Photogrammetry gathers measurements and data about an object by
analyzing the change in position from two different images. It uses
things like perspective, advanced processing software and photo
analysis to get the job done.
•The photograph either taken from the air or from the station on the ground.
According to this photogrammetry classifying in two categories
1. Aerial photogrammetry :
2. Terrestrial photogrammetry:
• Aerial photogrammetry: photograph taken from by a camera mounted in an
aircraft flying over the area. Mapping of the terrestrial photography is the best
mapping procedure yet developed(advance technology) for large project and
invaluable for military intelligence.
• Vertical photography:
Angle between camera
axis and vertical line is
less than 3 degree.
• Oblique:more than 3
degree.
• Forward overlap:
between two image
• Lateral or side overlap:
overlap between
between imgae from
adjacent line of flight
2. Terrestrial photogrammetry:
These images are taken from a fixed position on the ground with a camera’s axis
parallel to the Earth. Data about the camera’s position, such as its coordinates,
are collected at the time the photo is taken. The instruments used for terrestrial
photography are often theodolites, though regular cameras are sometimes used
as well. Terrestrial photogrammetry for surveying typically requires fewer
resources and skilled technicians to accomplish, but it may take longer to cover
a large portion of land.
The principle underlying the method of terrestrial photogrammetry is exactly similar to that
of plane table surveying, i.e. if the directions of same objects photographed from two
extremities of measured base are known, their position can be located by the intersection of
two rays to the same object. However, the difference between this and plane tabling is that
more details are at once obtained from the photographs and their subsequent plotting etc. is
done by the office while in plane tabling all the detailing is done in the field itself.
•Principle of streoscopy:
“if two overlapping air photograph containing the same object,taken from the
different Position are viewed through a stereoscope and under certain condition
corresponding object will fuse together and terrain appear in three dimension.
Stereoscopy: it is the production of the illusion of depth in a photograph,
movie, or other two-dimensional image by the presentation of a slightly
different image to each eye, which adds the first of these cues (stereopsis).
The two images are then combined in the brain to give the perception of
depth.
Streoscope( त्रि वमद शर्शि): a device by which two photographs of the same
object taken at slightly different angles are viewed together, creating an
impression of depth and solidity.
Greek roots, stereo, "solid or three-dimensional," and phone, "voice.
The fundamental principle used in photogrammetry is triangulation. By
taking photographs from at least two different locations, so-called 'lines of
sight' can be developed from each camera to points on the object.
•Triangulation is the principle used
by both photogrammetry and
theodolites to produce
3-dimensional point measurements.
By mathematically intersecting
converging lines in space, the
precise location of the point can be
determined. However, unlike
theodolites, photogrammetry can
measure multiple points at a time
with virtually no limit on the number
of simultaneously triangulated
points.
•triangulation is also the way your
two eyes work together to gauge
distance (called depth perception).
Method to
view
streoscope pair
• Crosss eyes view
• Anaglyphs
•However, aerial photogrammetry is often unable to show all the details of
the objects that were captured. For example, in the 3D models it is not
possible to show all the details of the buildings such as building interfaces
and facades. Therefore, a necessity for another technology is emerged to
merge with, such as close-range photogrammetry.
Close range photograph:
Close-range photogrammetry (CRP) is a special type of terrestrial
photogrammetry that used to collect data about the objects such as
lengths, size, shape, and position from two or more images taking from
different stations by using a digital camera mounted on the ground and
facing the object as shown in Figure
Importance of photogrammetry:
1. To create 3D model:(digital elevation model)
•three-dimensional representation of an object created by plotting individual
points in 3D space on the X, Y, and Z-axis. The points are connected by
geometric shapes, such as triangles, lines, or curved surfaces, to form the
model. The points are connected by geometric shapes, such as triangles,
lines, or curved surfaces, to form the model.
•The way photogrammetry works is it looks at photos of a subject taken from
two or more locations. It uses the different perspectives from the images,
along with the location data of where the images were taken, to triangulate
the locations of points on the subject.
•To get the best results of creating a 3D model with your drone, you need to
do two things. First, you need to make sure there is a 60 to 70 percent
overlap in your aerial photos. This helps the triangulation process be more
accurate and track the same points between images.
•The second thing you want to do is to make sure you capture photos of your
subject at different angles and altitudes. Typically you want to capture
straight down images from around 150-200 feet. Then you want to circle
your subject at a high altitude with a 30º degree angle, at a middle altitude
with around a 45º degree angle, and a lower altitude with a 70º degree angle
•You can create a 3D model by
hand using 3D modeling
software, by using an algorithm,
or by scanning a physical object.
You can use a variety of available
software applications to process
your images and create your
model. 
•Autodesk 3ds Max
•Architecture and
engineering firms are
using 3D models to
create realistic and
detailed context models
for their buildings and
development projects.
Architects use these
context models to
present how their
finished project will look
and to present their
project to investors and
key stakeholders.
• 
• 
•Engineering
•Since photogrammetry is so dependent on accurate
measurements, it’s no surprise that one of the first
industries to adopt this technology is engineering. When
building complex structures, buildings, or other feats of
technology, everything needs to be as accurate as possible.
•By using photographs from drones, engineers are able to
evaluate a construction project on a step-by-step basis to
ensure everything runs smoothly. Another valuable way to
utilize this technology in this industry is to show clients and
construction workers perspective images. Thanks to 3D
renderings, it’s easier than ever to create in-progress visuals
or prospective results.
•Topographical Mapping –
•The plotting of map detail and
contours is normally carried out using
aerial photogrammetric methods
•These methods are used for both
original survey and revision, and
replace classical ground methods
except where the task is so small that
flying is uneconomical
•The technique needs a certain
amount of ground surveyed control,
but this requirement is being
continually reduced with the
improvement of aerial triangulation
techniques to provide supplementary
control.
• A final field check is necessary
•Earthwork volume estimation:
•Calculation of catchment area:
•Town and city planning:
Road and railway enginneering: an extremely important advanatage of
photogrammetry is that road surveys can be done without closing lanea, disturbing
traffic. Once the road is photographed, measurement of road feature, including
elevation data, is done in the office, not field
•Study of geology of soil and crop patterns:
•Preliminary surveying:
•Town and country planning:
•Mining prospects
•Military intelligence:
World war ii gave rise to new development of aerial photography techniques.
•Water supply and power scheme
•Application in the department of transportation:
Advantages
• It can be used in locations that are
difficult,unsafe, or impossible to acess.
• It provide the broad view of the project area.
Identify the both topographic and cultural
feature.
• Aerial photogrammetry can provide information
of large area with very less time.
• )Information to the concerned authorities, public
etc can be easily conveyedthrough aerial
photograph
• aerial photogrammetry is the most popular in
architecture and land development because it
saves time and reduces cost during data
collection in comparison with fieldwork, which
may take days to complete work. It is also used
by the government for city planning and when
conducting environmental research.
Disadvantaged
• Can’t used in densely forest area.
• Costly for small area mapping.(highly
equipped and manpower and instrument
are used)
• Weather conditions affect the aerial
photograph.
• Also seasonal conditions affect. Snow
cover will give a false ground
impression.(November through march is
best for aerial photograph)
•Scale of photograph:
Scale= photo distance between two point/ real distance between two
point =focal length /distace of aircraft from ground.[using similar triangle
properties]
Thank you!

More Related Content

What's hot

9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU
9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU
9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU
VATSAL PATEL
 
Introduction of photogrammetry
Introduction of photogrammetryIntroduction of photogrammetry
Introduction of photogrammetry
Jayantha Samarasinghe
 
Photogrammetry 1.
Photogrammetry 1.Photogrammetry 1.
Photogrammetry 1.
Naveen Kumar
 
Surveying presentation and its objectives in detail including principles,hist...
Surveying presentation and its objectives in detail including principles,hist...Surveying presentation and its objectives in detail including principles,hist...
Surveying presentation and its objectives in detail including principles,hist...
amansingh2914
 
vertical-curves
vertical-curvesvertical-curves
vertical-curves
Mohamed Hesham
 
Total station
Total stationTotal station
Total station
abhi08121994
 
Photogrammetry - areaotriangulation
Photogrammetry - areaotriangulationPhotogrammetry - areaotriangulation
Photogrammetry - areaotriangulation
jayan_sri
 
Photogrammetry
PhotogrammetryPhotogrammetry
Flight planning (aerial Photogrammetry)
Flight planning            (aerial Photogrammetry)Flight planning            (aerial Photogrammetry)
Flight planning (aerial Photogrammetry)
Mr Amol Ghogare
 
LEVELING AND CONTOURING
LEVELING AND CONTOURINGLEVELING AND CONTOURING
LEVELING AND CONTOURING
ANAND JIBHKATE
 
Tunnels surevey
Tunnels sureveyTunnels surevey
Aerial photogrammetry 04
Aerial photogrammetry  04Aerial photogrammetry  04
Aerial photogrammetry 04
Rajesh Rajguru
 
Surveying
SurveyingSurveying
Surveying
kajol panchal
 
Total station, digital self leveling levels,
Total station, digital self leveling levels,Total station, digital self leveling levels,
Total station, digital self leveling levels,
Darshil Vekaria
 
Project report2 of contour
Project report2 of contourProject report2 of contour
Project report2 of contour
Ramesh Ranjan
 
Field Astronomy
Field AstronomyField Astronomy
Field Astronomy
Mujeeb Muji
 
Traversing Practical part 1
Traversing Practical part 1Traversing Practical part 1
Traversing Practical part 1
Bahzad5
 
Triangulation survey
Triangulation surveyTriangulation survey
Triangulation survey
HastarajPandey
 
Levelling in Surveying
Levelling in SurveyingLevelling in Surveying
Levelling in Surveying
RAHUL SINHA
 

What's hot (20)

9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU
9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU
9. MORDAN SURVEYING INSTRUMENTS (SUR) 3140601 GTU
 
Introduction of photogrammetry
Introduction of photogrammetryIntroduction of photogrammetry
Introduction of photogrammetry
 
Photogrammetry 1.
Photogrammetry 1.Photogrammetry 1.
Photogrammetry 1.
 
Levelling
LevellingLevelling
Levelling
 
Surveying presentation and its objectives in detail including principles,hist...
Surveying presentation and its objectives in detail including principles,hist...Surveying presentation and its objectives in detail including principles,hist...
Surveying presentation and its objectives in detail including principles,hist...
 
vertical-curves
vertical-curvesvertical-curves
vertical-curves
 
Total station
Total stationTotal station
Total station
 
Photogrammetry - areaotriangulation
Photogrammetry - areaotriangulationPhotogrammetry - areaotriangulation
Photogrammetry - areaotriangulation
 
Photogrammetry
PhotogrammetryPhotogrammetry
Photogrammetry
 
Flight planning (aerial Photogrammetry)
Flight planning            (aerial Photogrammetry)Flight planning            (aerial Photogrammetry)
Flight planning (aerial Photogrammetry)
 
LEVELING AND CONTOURING
LEVELING AND CONTOURINGLEVELING AND CONTOURING
LEVELING AND CONTOURING
 
Tunnels surevey
Tunnels sureveyTunnels surevey
Tunnels surevey
 
Aerial photogrammetry 04
Aerial photogrammetry  04Aerial photogrammetry  04
Aerial photogrammetry 04
 
Surveying
SurveyingSurveying
Surveying
 
Total station, digital self leveling levels,
Total station, digital self leveling levels,Total station, digital self leveling levels,
Total station, digital self leveling levels,
 
Project report2 of contour
Project report2 of contourProject report2 of contour
Project report2 of contour
 
Field Astronomy
Field AstronomyField Astronomy
Field Astronomy
 
Traversing Practical part 1
Traversing Practical part 1Traversing Practical part 1
Traversing Practical part 1
 
Triangulation survey
Triangulation surveyTriangulation survey
Triangulation survey
 
Levelling in Surveying
Levelling in SurveyingLevelling in Surveying
Levelling in Surveying
 

Similar to photogrammetry surveying.pptx.pdf

GST - First Class Intro, Unit 1 and Unit 2 Part.pptx
GST - First Class Intro, Unit 1 and Unit 2 Part.pptxGST - First Class Intro, Unit 1 and Unit 2 Part.pptx
GST - First Class Intro, Unit 1 and Unit 2 Part.pptx
poola2015
 
What is photogrammetry overview and resources
What is photogrammetry overview and resourcesWhat is photogrammetry overview and resources
What is photogrammetry overview and resources
NI BT
 
Photogrammetry.pdf
Photogrammetry.pdfPhotogrammetry.pdf
Photogrammetry.pdf
BSuresh26
 
PHOTOGRAMETRY SURVEY
PHOTOGRAMETRY SURVEYPHOTOGRAMETRY SURVEY
PHOTOGRAMETRY SURVEY
BZU university Multan
 
6.3_DEM CREATION AND 3D MODELING.pptx
6.3_DEM CREATION AND 3D MODELING.pptx6.3_DEM CREATION AND 3D MODELING.pptx
6.3_DEM CREATION AND 3D MODELING.pptx
DivyaPriya700213
 
Photogrammetry1
Photogrammetry1Photogrammetry1
Photogrammetry1
Sudhir Jagtap
 
Working of photogrammetry and remote sensing
Working of photogrammetry and remote sensingWorking of photogrammetry and remote sensing
Working of photogrammetry and remote sensing
NI BT
 
Surveying ii module iii class 1,2
Surveying ii module iii class 1,2Surveying ii module iii class 1,2
Surveying ii module iii class 1,2
SHAMJITH KM
 
introduction to Reverse Engineering.pptx
introduction to Reverse Engineering.pptxintroduction to Reverse Engineering.pptx
introduction to Reverse Engineering.pptx
GRajesh21
 
Photogrammetry_nec.pdf
Photogrammetry_nec.pdfPhotogrammetry_nec.pdf
Photogrammetry_nec.pdf
UjjwalSubedi8
 
Aerial photogrammetry vs. terrestrial photogrammetry
Aerial photogrammetry vs. terrestrial photogrammetryAerial photogrammetry vs. terrestrial photogrammetry
Aerial photogrammetry vs. terrestrial photogrammetry
NI BT
 
How is photogrammetry useful in gis
How is photogrammetry useful in gisHow is photogrammetry useful in gis
How is photogrammetry useful in gis
NI BT
 
GPS & GIS
GPS & GISGPS & GIS
GPS & GIS
Onkar Gavel
 
Introduction to aerial photography and photogrammetry.ppt
Introduction to aerial photography and photogrammetry.pptIntroduction to aerial photography and photogrammetry.ppt
Introduction to aerial photography and photogrammetry.ppt
srinivas2036
 
Flight planning and stereoscopy ( an overview)
Flight planning and stereoscopy ( an overview)Flight planning and stereoscopy ( an overview)
Flight planning and stereoscopy ( an overview)
shashikantdas305
 
Photogrammetry Surveying, its Benefits & Drawbacks
Photogrammetry Surveying, its Benefits & DrawbacksPhotogrammetry Surveying, its Benefits & Drawbacks
Photogrammetry Surveying, its Benefits & Drawbacks
NI BT
 
Basics of 3D scanning and how structured light scanning works
Basics of 3D scanning and how structured light scanning worksBasics of 3D scanning and how structured light scanning works
Basics of 3D scanning and how structured light scanning works
Sowmiya Siva
 
Geographic information system and remote sensing
Geographic information system and remote sensingGeographic information system and remote sensing
Geographic information system and remote sensing
Dhiren Patel
 
Geographic information system and remote sensing
Geographic information system and remote sensingGeographic information system and remote sensing
Geographic information system and remote sensing
Dhiren Patel
 

Similar to photogrammetry surveying.pptx.pdf (20)

GST - First Class Intro, Unit 1 and Unit 2 Part.pptx
GST - First Class Intro, Unit 1 and Unit 2 Part.pptxGST - First Class Intro, Unit 1 and Unit 2 Part.pptx
GST - First Class Intro, Unit 1 and Unit 2 Part.pptx
 
What is photogrammetry overview and resources
What is photogrammetry overview and resourcesWhat is photogrammetry overview and resources
What is photogrammetry overview and resources
 
Photogrammetry.pdf
Photogrammetry.pdfPhotogrammetry.pdf
Photogrammetry.pdf
 
PHOTOGRAMETRY SURVEY
PHOTOGRAMETRY SURVEYPHOTOGRAMETRY SURVEY
PHOTOGRAMETRY SURVEY
 
6.3_DEM CREATION AND 3D MODELING.pptx
6.3_DEM CREATION AND 3D MODELING.pptx6.3_DEM CREATION AND 3D MODELING.pptx
6.3_DEM CREATION AND 3D MODELING.pptx
 
Photogrammetry1
Photogrammetry1Photogrammetry1
Photogrammetry1
 
Working of photogrammetry and remote sensing
Working of photogrammetry and remote sensingWorking of photogrammetry and remote sensing
Working of photogrammetry and remote sensing
 
Surveying ii module iii class 1,2
Surveying ii module iii class 1,2Surveying ii module iii class 1,2
Surveying ii module iii class 1,2
 
introduction to Reverse Engineering.pptx
introduction to Reverse Engineering.pptxintroduction to Reverse Engineering.pptx
introduction to Reverse Engineering.pptx
 
Photogrammetry_nec.pdf
Photogrammetry_nec.pdfPhotogrammetry_nec.pdf
Photogrammetry_nec.pdf
 
Aerial photogrammetry vs. terrestrial photogrammetry
Aerial photogrammetry vs. terrestrial photogrammetryAerial photogrammetry vs. terrestrial photogrammetry
Aerial photogrammetry vs. terrestrial photogrammetry
 
How is photogrammetry useful in gis
How is photogrammetry useful in gisHow is photogrammetry useful in gis
How is photogrammetry useful in gis
 
GPS & GIS
GPS & GISGPS & GIS
GPS & GIS
 
Introduction to aerial photography and photogrammetry.ppt
Introduction to aerial photography and photogrammetry.pptIntroduction to aerial photography and photogrammetry.ppt
Introduction to aerial photography and photogrammetry.ppt
 
Flight planning and stereoscopy ( an overview)
Flight planning and stereoscopy ( an overview)Flight planning and stereoscopy ( an overview)
Flight planning and stereoscopy ( an overview)
 
Photogrammetry amir
Photogrammetry amirPhotogrammetry amir
Photogrammetry amir
 
Photogrammetry Surveying, its Benefits & Drawbacks
Photogrammetry Surveying, its Benefits & DrawbacksPhotogrammetry Surveying, its Benefits & Drawbacks
Photogrammetry Surveying, its Benefits & Drawbacks
 
Basics of 3D scanning and how structured light scanning works
Basics of 3D scanning and how structured light scanning worksBasics of 3D scanning and how structured light scanning works
Basics of 3D scanning and how structured light scanning works
 
Geographic information system and remote sensing
Geographic information system and remote sensingGeographic information system and remote sensing
Geographic information system and remote sensing
 
Geographic information system and remote sensing
Geographic information system and remote sensingGeographic information system and remote sensing
Geographic information system and remote sensing
 

Recently uploaded

H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
ethical hacking in wireless-hacking1.ppt
ethical hacking in wireless-hacking1.pptethical hacking in wireless-hacking1.ppt
ethical hacking in wireless-hacking1.ppt
Jayaprasanna4
 
Governing Equations for Fundamental Aerodynamics_Anderson2010.pdf
Governing Equations for Fundamental Aerodynamics_Anderson2010.pdfGoverning Equations for Fundamental Aerodynamics_Anderson2010.pdf
Governing Equations for Fundamental Aerodynamics_Anderson2010.pdf
WENKENLI1
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
Pipe Restoration Solutions
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
fxintegritypublishin
 
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
Amil Baba Dawood bangali
 
Standard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - NeometrixStandard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - Neometrix
Neometrix_Engineering_Pvt_Ltd
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
AhmedHussein950959
 
Hierarchical Digital Twin of a Naval Power System
Hierarchical Digital Twin of a Naval Power SystemHierarchical Digital Twin of a Naval Power System
Hierarchical Digital Twin of a Naval Power System
Kerry Sado
 
AP LAB PPT.pdf ap lab ppt no title specific
AP LAB PPT.pdf ap lab ppt no title specificAP LAB PPT.pdf ap lab ppt no title specific
AP LAB PPT.pdf ap lab ppt no title specific
BrazilAccount1
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
Robbie Edward Sayers
 
Gen AI Study Jams _ For the GDSC Leads in India.pdf
Gen AI Study Jams _ For the GDSC Leads in India.pdfGen AI Study Jams _ For the GDSC Leads in India.pdf
Gen AI Study Jams _ For the GDSC Leads in India.pdf
gdsczhcet
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
AJAYKUMARPUND1
 
一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理
一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理
一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理
ydteq
 
road safety engineering r s e unit 3.pdf
road safety engineering  r s e unit 3.pdfroad safety engineering  r s e unit 3.pdf
road safety engineering r s e unit 3.pdf
VENKATESHvenky89705
 
DESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docxDESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docx
FluxPrime1
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
seandesed
 
Runway Orientation Based on the Wind Rose Diagram.pptx
Runway Orientation Based on the Wind Rose Diagram.pptxRunway Orientation Based on the Wind Rose Diagram.pptx
Runway Orientation Based on the Wind Rose Diagram.pptx
SupreethSP4
 
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
zwunae
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 

Recently uploaded (20)

H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
 
ethical hacking in wireless-hacking1.ppt
ethical hacking in wireless-hacking1.pptethical hacking in wireless-hacking1.ppt
ethical hacking in wireless-hacking1.ppt
 
Governing Equations for Fundamental Aerodynamics_Anderson2010.pdf
Governing Equations for Fundamental Aerodynamics_Anderson2010.pdfGoverning Equations for Fundamental Aerodynamics_Anderson2010.pdf
Governing Equations for Fundamental Aerodynamics_Anderson2010.pdf
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
 
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
 
Standard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - NeometrixStandard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - Neometrix
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
 
Hierarchical Digital Twin of a Naval Power System
Hierarchical Digital Twin of a Naval Power SystemHierarchical Digital Twin of a Naval Power System
Hierarchical Digital Twin of a Naval Power System
 
AP LAB PPT.pdf ap lab ppt no title specific
AP LAB PPT.pdf ap lab ppt no title specificAP LAB PPT.pdf ap lab ppt no title specific
AP LAB PPT.pdf ap lab ppt no title specific
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
 
Gen AI Study Jams _ For the GDSC Leads in India.pdf
Gen AI Study Jams _ For the GDSC Leads in India.pdfGen AI Study Jams _ For the GDSC Leads in India.pdf
Gen AI Study Jams _ For the GDSC Leads in India.pdf
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
 
一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理
一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理
一比一原版(UofT毕业证)多伦多大学毕业证成绩单如何办理
 
road safety engineering r s e unit 3.pdf
road safety engineering  r s e unit 3.pdfroad safety engineering  r s e unit 3.pdf
road safety engineering r s e unit 3.pdf
 
DESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docxDESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docx
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
 
Runway Orientation Based on the Wind Rose Diagram.pptx
Runway Orientation Based on the Wind Rose Diagram.pptxRunway Orientation Based on the Wind Rose Diagram.pptx
Runway Orientation Based on the Wind Rose Diagram.pptx
 
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
 

photogrammetry surveying.pptx.pdf

  • 1. Photogrammetry surveying and it‘s important Prepared by: Roshan Rawal
  • 2. Photogrammetric surveying:advance technology : •The word Photogrammetry composed of the words photo, gram and metry which mean light,calculation and measurement respectively ie. Measurement from photo. •It’s a art, science and technology of obtaining reliable information about physical object, environment by means of photograph in order to primarily determine geometric characteristics such as size, form and position of the object •Photogrammetry gathers measurements and data about an object by analyzing the change in position from two different images. It uses things like perspective, advanced processing software and photo analysis to get the job done. •The photograph either taken from the air or from the station on the ground. According to this photogrammetry classifying in two categories 1. Aerial photogrammetry : 2. Terrestrial photogrammetry:
  • 3. • Aerial photogrammetry: photograph taken from by a camera mounted in an aircraft flying over the area. Mapping of the terrestrial photography is the best mapping procedure yet developed(advance technology) for large project and invaluable for military intelligence. • Vertical photography: Angle between camera axis and vertical line is less than 3 degree. • Oblique:more than 3 degree. • Forward overlap: between two image • Lateral or side overlap: overlap between between imgae from adjacent line of flight
  • 4. 2. Terrestrial photogrammetry: These images are taken from a fixed position on the ground with a camera’s axis parallel to the Earth. Data about the camera’s position, such as its coordinates, are collected at the time the photo is taken. The instruments used for terrestrial photography are often theodolites, though regular cameras are sometimes used as well. Terrestrial photogrammetry for surveying typically requires fewer resources and skilled technicians to accomplish, but it may take longer to cover a large portion of land. The principle underlying the method of terrestrial photogrammetry is exactly similar to that of plane table surveying, i.e. if the directions of same objects photographed from two extremities of measured base are known, their position can be located by the intersection of two rays to the same object. However, the difference between this and plane tabling is that more details are at once obtained from the photographs and their subsequent plotting etc. is done by the office while in plane tabling all the detailing is done in the field itself.
  • 5. •Principle of streoscopy: “if two overlapping air photograph containing the same object,taken from the different Position are viewed through a stereoscope and under certain condition corresponding object will fuse together and terrain appear in three dimension. Stereoscopy: it is the production of the illusion of depth in a photograph, movie, or other two-dimensional image by the presentation of a slightly different image to each eye, which adds the first of these cues (stereopsis). The two images are then combined in the brain to give the perception of depth. Streoscope( त्रि वमद शर्शि): a device by which two photographs of the same object taken at slightly different angles are viewed together, creating an impression of depth and solidity. Greek roots, stereo, "solid or three-dimensional," and phone, "voice. The fundamental principle used in photogrammetry is triangulation. By taking photographs from at least two different locations, so-called 'lines of sight' can be developed from each camera to points on the object.
  • 6. •Triangulation is the principle used by both photogrammetry and theodolites to produce 3-dimensional point measurements. By mathematically intersecting converging lines in space, the precise location of the point can be determined. However, unlike theodolites, photogrammetry can measure multiple points at a time with virtually no limit on the number of simultaneously triangulated points. •triangulation is also the way your two eyes work together to gauge distance (called depth perception).
  • 7. Method to view streoscope pair • Crosss eyes view • Anaglyphs
  • 8. •However, aerial photogrammetry is often unable to show all the details of the objects that were captured. For example, in the 3D models it is not possible to show all the details of the buildings such as building interfaces and facades. Therefore, a necessity for another technology is emerged to merge with, such as close-range photogrammetry. Close range photograph: Close-range photogrammetry (CRP) is a special type of terrestrial photogrammetry that used to collect data about the objects such as lengths, size, shape, and position from two or more images taking from different stations by using a digital camera mounted on the ground and facing the object as shown in Figure
  • 9.
  • 10. Importance of photogrammetry: 1. To create 3D model:(digital elevation model) •three-dimensional representation of an object created by plotting individual points in 3D space on the X, Y, and Z-axis. The points are connected by geometric shapes, such as triangles, lines, or curved surfaces, to form the model. The points are connected by geometric shapes, such as triangles, lines, or curved surfaces, to form the model.
  • 11. •The way photogrammetry works is it looks at photos of a subject taken from two or more locations. It uses the different perspectives from the images, along with the location data of where the images were taken, to triangulate the locations of points on the subject. •To get the best results of creating a 3D model with your drone, you need to do two things. First, you need to make sure there is a 60 to 70 percent overlap in your aerial photos. This helps the triangulation process be more accurate and track the same points between images. •The second thing you want to do is to make sure you capture photos of your subject at different angles and altitudes. Typically you want to capture straight down images from around 150-200 feet. Then you want to circle your subject at a high altitude with a 30º degree angle, at a middle altitude with around a 45º degree angle, and a lower altitude with a 70º degree angle
  • 12. •You can create a 3D model by hand using 3D modeling software, by using an algorithm, or by scanning a physical object. You can use a variety of available software applications to process your images and create your model. 
  • 14. •Architecture and engineering firms are using 3D models to create realistic and detailed context models for their buildings and development projects. Architects use these context models to present how their finished project will look and to present their project to investors and key stakeholders. •  • 
  • 15. •Engineering •Since photogrammetry is so dependent on accurate measurements, it’s no surprise that one of the first industries to adopt this technology is engineering. When building complex structures, buildings, or other feats of technology, everything needs to be as accurate as possible. •By using photographs from drones, engineers are able to evaluate a construction project on a step-by-step basis to ensure everything runs smoothly. Another valuable way to utilize this technology in this industry is to show clients and construction workers perspective images. Thanks to 3D renderings, it’s easier than ever to create in-progress visuals or prospective results.
  • 16. •Topographical Mapping – •The plotting of map detail and contours is normally carried out using aerial photogrammetric methods •These methods are used for both original survey and revision, and replace classical ground methods except where the task is so small that flying is uneconomical •The technique needs a certain amount of ground surveyed control, but this requirement is being continually reduced with the improvement of aerial triangulation techniques to provide supplementary control. • A final field check is necessary
  • 19. •Town and city planning:
  • 20. Road and railway enginneering: an extremely important advanatage of photogrammetry is that road surveys can be done without closing lanea, disturbing traffic. Once the road is photographed, measurement of road feature, including elevation data, is done in the office, not field •Study of geology of soil and crop patterns: •Preliminary surveying: •Town and country planning: •Mining prospects •Military intelligence: World war ii gave rise to new development of aerial photography techniques. •Water supply and power scheme •Application in the department of transportation:
  • 21. Advantages • It can be used in locations that are difficult,unsafe, or impossible to acess. • It provide the broad view of the project area. Identify the both topographic and cultural feature. • Aerial photogrammetry can provide information of large area with very less time. • )Information to the concerned authorities, public etc can be easily conveyedthrough aerial photograph • aerial photogrammetry is the most popular in architecture and land development because it saves time and reduces cost during data collection in comparison with fieldwork, which may take days to complete work. It is also used by the government for city planning and when conducting environmental research. Disadvantaged • Can’t used in densely forest area. • Costly for small area mapping.(highly equipped and manpower and instrument are used) • Weather conditions affect the aerial photograph. • Also seasonal conditions affect. Snow cover will give a false ground impression.(November through march is best for aerial photograph)
  • 22. •Scale of photograph: Scale= photo distance between two point/ real distance between two point =focal length /distace of aircraft from ground.[using similar triangle properties]
  • 23.