SlideShare a Scribd company logo
1 of 56
The Shape of the Earth
The Earth is not a perfect sphere
• Equatorial diameter slightly greater than polar diameter
• Earth is an oblate ellipsoid–slightly flattened
• The geoid exaggerates small departures from spherical
The Earth’s Rotation
Earth rotates on its axis:
•Counterclockwise at North Pole
•Left to right (eastward) at Equator
•One rotation is a solar day (24 hours)
Axis: an imaginary straight
line through the center of
the Earth around which
the Earth rotates
Poles: the two points on
the Earth’s surface where
the axis of rotation
emerges
The Earth’s Rotation
Environmental Effects of the Earth’s Rotation:
•Day and night
•Fluctuating air temperature
•Tides
The Geographic Grid
Parallels and Meridians
Geographic grid: network of parallels and meridians used to fix location on the
Earth
Parallel: east-west circle on the
Earth’s surface, lying on a plane
parallel to the equator
Meridian: north-south line on the
Earth’s surface, connecting the
poles
The Geographic Grid
Parallels and Meridians
Equator: Parallel of latitude lying midway between the Earth’s poles; it is
designated latitude 0º
• Longest parallel of latitude
• Midway between poles
• Fundamental reference line for measuring position
Latitude: arc of a
meridian between the
equator and a given
point on the globe
Longitude: arc of a
parallel between the
prime meridian and
a given point on the
globe
The Geographic Grid
Latitude and Longitude
Latitude is measured north and
south of the equator, up to 90º
Longitude is measured east and west
of the Prime Meridian—meridian
that passes through Greenwich,
England—up to 180º
Visualizing Physical Geography
Copyright © 2008 John Wiley
and Sons Publishers Inc.
Earth’s Revolution Around the Sun
Tilt of the Earth’s Axis
Earth has seasons because of the tilt of the axis.
• Axis aims toward Polaris
(North Star)
• Axis tilted at an angle of
23 ½ ° from a right angle to
plane of the ecliptic
Plane of the Ecliptic: plane of the
Earth’s orbit around the Sun
Earth’s Revolution Around the Sun
The Four Seasons
Earth’s axis tilted toward North Star throughout Earth’s orbit.
• December 22: N hemisphere tilted away from the sun at the maximum angle
• June 21: N hemisphere tilted toward the sun at the maximum angle
Earth’s Revolution Around the Sun
The Four Seasons
Summer solstice:
solstice occurring on
June 21 or 22, when
the subsolar point is
at 23 1/2° N; June
Solstice
Winter solstice: solstice
occurring on December
21 or 22, when the
subsolar point is at 23
1/2° S; December
Solstice
Equinox: time when subsolar
point falls on equator and
circle of illumination passes
through both poles
Circle of illumination: separates day
hemisphere from night hemisphere
Earth’s Revolution Around the Sun
Equinox Conditions
Subsolar point: point on the Earth’s surface where
the sun is directly overhead at noon
• Circle of illumination
passes through both poles
• Subsolar point at
equator
• Day and night of equal
length everywhere on the
globe
•Occurs twice per year
•Vernal Equinox:
March 21
•Autumnal Equinox:
September 23
Earth’s Revolution Around the Sun
Solstice Conditions
•Circle of illumination grazes Arctic and Antarctic Circles
•June Solstice: north pole has 24 hours of daylight; daylength increases from equator to north
pole
•December Solstice: south pole has 24 hours of daylight; daylength increases from equator to
south pole
Earth’s Revolution Around the Sun
Earth revolves around the sun every 365.242 days
• Orbit is an ellipse
• Leap year corrects for the extra quarter day
• Orbit is counterclockwise
• Perihelion: point in orbit when Earth is closest to Sun
• Aphelion: point in orbit when Earth is farthest from Sun
A great-circle arc, on the sphere, is the analogue
of a straight line, on the plane.
Where two such arcs intersect, we can define
the spherical angle either as angle between
the tangents to the two arcs, at the point of
intersection, or as the angle between the
planes of the two great circles where they
intersect at the centre of the sphere.
(Spherical angle is only defined where arcs of
great circles meet.)
A spherical triangle is made up of
three arcs of great circles, all less
than 180°.
The sum of the angles is not fixed,
but will always be greater than 180°.
If any side of the triangle is exactly
90°, the triangle is called quadrantal.
Set up a system of
rectangular axes OXYZ:
O is at the centre of the
sphere;
OZ passes through A;
OX passes through arc AB
(or the extension of it);
OY is perpendicular to both.
Find the coordinates of C in
this system:
x = sin(b) cos(A)
y = sin(b) sin(A)
z = cos(b)
sine rule:
sin(a)/sin(A) = sin(b)/sin(B) = sin(c)/sin(C)
cosine rule:
cos(a) = cos(b) cos(c) + sin(b) sin(c) cos(A)
cos(b) = cos(c) cos(a) + sin(c) sin(a) cos(B)
cos(c) = cos(a) cos(b) + sin(a) sin(b) cos(C)
Napier's Rules for a spherical right triangle
1. The sine of an angle is equal to the product of cosines
of the opposite two angles.
2. The sine of an angle is equal to the product of tangents
of the two adjacent angles.
Nautical Mile
It is the distance measured along
the great circle joining the points
which subtends one minute of arc
at the centre of earth
Exercise:
A point A, has longitude 2°W, latitude 50°N.
And another place B, has longitude 97°W,
latitude 50°N.
How far apart are they, in nautical miles, along a
great circle arc?
Use the cosine rule:
cos AW = cos WP cos AP + sin WP sin AP cos P
= cos240° + sin240° cos 95°
= 0.5508
So AW = 56.58°
= 3395 nautical miles
(This is 7% shorter than the route along a parallel of latitude).
If you set off from Alderney on a great-circle route to Winnipeg,
in what direction (towards what azimuth) would you head?
Use the sine rule:
sin A / sin WP = sin P / sin WA
so sin x = sin 40° sin 95° / sin 56.58° = 0.77
so x = 50.1° or 129.9° .
Common sense says 50.1° (or check using cosine rule to get PW).
Azimuth is measured clockwise from north,
so azimuth is 360° - 50.1° = 309.9°
(Note that this is 40° north of the “obvious” due-west course.)
Back to "Spherical trigonometry".
(Figure 4-2). In the continental United States,
longitude is commonly reported as a west
longitude. To convert easterly to westerly
referenced longitudes, the easterly longitude
must be
subtracted from 360 deg.
I. Latitude and Longitude on Spherical Earth
Latitude and longitude are the grid lines you
see on globes. For a spherical earth
these are angles seen from the center of the
earth. The angle up from the equator is
latitude. In the southern hemisphere is it
negative in the convention used in geodesy. It
has a range of –90 degrees to 90 degrees. The
reference for latitude is set by the equator -
effectively set by the spin axis of the earth.
The angle in the equatorial plane is the
longitude. There is no natural reference for
longitude. The zero line, called the prime
meridian, is taken, by convention, as the line
through Greenwich England. (This was set by
treaty in 1878. Before that each major
nation had its own zero of longitude.)
astronomical latitude,
φ. The point where the plumb-line’s direction meets the equatorial plane is not, in
general, the centre
of the Earth. The angle between the line joining the observer to the Earth’s centre and
the equatorial
plane is the geocentric latitude, φ (see figure 7.3).
There is yet a third definition of latitude. Geodetic measurements on the Earth’s surface
show
local irregularities in the direction of gravity due to variations in the density and shape
of the Earth’s
crust. The direction in which a plumb-line hangs is affected by such anomalies and these
are referred to
as station error. The geodetic or geographic latitude, φ, of the observer is the
astronomical latitude
corrected for station error.
The geodetic latitude is, therefore, related to a reference spheroid whose surface is
defined by the
mean ocean level of the Earth. If a and b are the semi-major and semi-minor axes of the
ellipse ofrevolution forming the ‘geoid’, the flattening or ellipticity, , is given by
The longitude used in geodesy is positive going
east from the prime meridian. The
values go from 0 to 360 degrees. A value in the
middle United States is therefore about
260 degrees east longitude. This is the same as
-100 degrees east.
In order to make longitudes more convenient,
often values in the western
hemisphere are quoted in terms of angles west
from the prime meridian. Thus the
2
longitude of -100 E (E for East) is also 100 W
(W for West). Similarly latitudes south of
the equator are often given as "S" (for south)
values to avoid negative numbers.
Latitude and Longitude on Ellipsoidal Earth
The earth is flattened by rotational effects. The
cross-section of a meridian is no
loner a circle, but an ellipse. The ellipse that
best fits the earth is only slightly different
from a circle. The flattening, defined in the
figure below, is about 1/298.25 for the earth.
Latitude and longitude are defined to be
"intuitively the same as for a spherical
earth". This loose definition has been made
precise in geodesy. The longitude is the
exactly the same as for a spherical earth. The
way latitude is handled was defined by the
French in the 17th century after Newton
deduced that the world had an elliptical
crosssection.
Before satellites latitude was measured by
observing the stars. In particular
observing the angle between the horizon and
stars. The horizon was taken to be
perpendicular to the vertical measured by a
plumb bob or spirit level. The "vertical line"
of the plumb bob was thought to be
perpendicular to the sphere that formed the
earth.
The extension to an ellipsoidal earth is to use
the line perpendicular to the ellipsoid to
define the vertical. This is essentially the same
as the plumb bob.1
The figures below show the key effects of
rotation on the earth and coordinates.
The latitude is defined in both the spherical
and ellipsoidal cases from the line
perpendicular to the world model. In the case
of the spherical earth, this line hits the
origin of the sphere - the center of the earth.
For the ellipsoidal model the up-down line
does not hit the center of the earth. It does hit
the polar axis though
The length of the line to the center of the
earth for a spherical model is the radius
of the sphere. For the ellipsoidal model the
length from the surface to the polar axis is
one of three radii needed to work with angles
and distance on the earth. (It is called the
radius of curvature in the prime vertical, and
denoted RN here. See the note on radii of the
earth for details.)
There are not two types of latitude that can
easily be defined. The angle that the
line makes from the center of the earth is
called the geocentric latitude. Geocentric
latitude is usually denoted as f¢, or fc . It is
commonly used in satellite work. It does not
strike the surface of the ellipsoid at a right
angle. The line perpendicular to the ellipsoid
makes an angle with the equatorial plane that
is called the geodetic latitude. (“Geodetic"
in geodesy usually implies something taken
with respect to the ellipsoid.) The latitude on
maps is geodetic latitude. It is usually denoted
as g
Geodetic Coordinates.
Geodetic coordinate components consist of:
· latitude (f),
· longitude (l),
· ellipsoid height (h).
Geodetic latitude, longitude, and ellipsoid height
define the position of a point on the surface of the
Earth with respect to the reference ellipsoid.
1) Geodetic latitude (f).
The geodetic latitude of a point is
the acute angular distance between
the equatorial plane and the normal
through the point on the ellipsoid
measured in the meridian plane
Geodetic latitude is positive north of the
equator and negative south of the equator.
(2) Geodetic longitude (l).
The geodetic longitude is the angle
measured counter-clockwise (east), in
the equatorial plane, starting from the
prime meridian (Greenwich meridian),
to the meridian of the defined point
(3) Ellipsoid Height (h).
The ellipsoid height is the linear distance above the
reference ellipsoid measured along the ellipsoidal
normal to the point in question.
The ellipsoid height is positive if the reference
ellipsoid is below the topographic surface and
negative if the ellipsoid is above the topographic
surface.

More Related Content

What's hot

Map Projections ―concepts, classes and usage
Map Projections ―concepts, classes and usage Map Projections ―concepts, classes and usage
Map Projections ―concepts, classes and usage Prof Ashis Sarkar
 
Geodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and ApplicationsGeodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and ApplicationsAhmed Nassar
 
Lecture+12+topology+2013 (3)
Lecture+12+topology+2013 (3)Lecture+12+topology+2013 (3)
Lecture+12+topology+2013 (3)Mei Chi Lo
 
Techniques of Land Surveying
Techniques of Land SurveyingTechniques of Land Surveying
Techniques of Land SurveyingVijay Meena
 
Coordinate systems
Coordinate systemsCoordinate systems
Coordinate systemsSaad Raja
 
basic geodesy.pdf
basic geodesy.pdfbasic geodesy.pdf
basic geodesy.pdfZhinoAli1
 
Introduction to MAPS,Coordinate System and Projection System
Introduction to MAPS,Coordinate System and Projection SystemIntroduction to MAPS,Coordinate System and Projection System
Introduction to MAPS,Coordinate System and Projection SystemNAXA-Developers
 
Earth Coordinate Systems
Earth Coordinate Systems Earth Coordinate Systems
Earth Coordinate Systems Sheikh Maryam
 
Lecture 1-aerial photogrammetry
Lecture 1-aerial photogrammetryLecture 1-aerial photogrammetry
Lecture 1-aerial photogrammetryVidhi Khokhani
 
Coordinate systems, datum & map projections
Coordinate systems, datum & map projectionsCoordinate systems, datum & map projections
Coordinate systems, datum & map projectionsKU Leuven
 
Geodesy, Map Projections - Introduction
Geodesy, Map Projections - IntroductionGeodesy, Map Projections - Introduction
Geodesy, Map Projections - IntroductionDean Mikkelsen
 

What's hot (20)

Map Projections ―concepts, classes and usage
Map Projections ―concepts, classes and usage Map Projections ―concepts, classes and usage
Map Projections ―concepts, classes and usage
 
Introduction to geomatics
Introduction to geomaticsIntroduction to geomatics
Introduction to geomatics
 
Coordinate systems
Coordinate systemsCoordinate systems
Coordinate systems
 
Geodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and ApplicationsGeodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and Applications
 
Lecture+12+topology+2013 (3)
Lecture+12+topology+2013 (3)Lecture+12+topology+2013 (3)
Lecture+12+topology+2013 (3)
 
GIS Map Projection
GIS Map ProjectionGIS Map Projection
GIS Map Projection
 
Techniques of Land Surveying
Techniques of Land SurveyingTechniques of Land Surveying
Techniques of Land Surveying
 
Coordinate systems
Coordinate systemsCoordinate systems
Coordinate systems
 
basic geodesy.pdf
basic geodesy.pdfbasic geodesy.pdf
basic geodesy.pdf
 
Digitalcartography
DigitalcartographyDigitalcartography
Digitalcartography
 
Georeferencing
GeoreferencingGeoreferencing
Georeferencing
 
Introduction to MAPS,Coordinate System and Projection System
Introduction to MAPS,Coordinate System and Projection SystemIntroduction to MAPS,Coordinate System and Projection System
Introduction to MAPS,Coordinate System and Projection System
 
Fundamental Of Geodesy
Fundamental Of GeodesyFundamental Of Geodesy
Fundamental Of Geodesy
 
Earth Coordinate Systems
Earth Coordinate Systems Earth Coordinate Systems
Earth Coordinate Systems
 
Map projections
Map projectionsMap projections
Map projections
 
Lecture 1-aerial photogrammetry
Lecture 1-aerial photogrammetryLecture 1-aerial photogrammetry
Lecture 1-aerial photogrammetry
 
Coordinate systems, datum & map projections
Coordinate systems, datum & map projectionsCoordinate systems, datum & map projections
Coordinate systems, datum & map projections
 
Geodesy, Map Projections - Introduction
Geodesy, Map Projections - IntroductionGeodesy, Map Projections - Introduction
Geodesy, Map Projections - Introduction
 
Map Projection
Map ProjectionMap Projection
Map Projection
 
inroduction to geodesy
inroduction to geodesyinroduction to geodesy
inroduction to geodesy
 

Viewers also liked

Geodesy University Course
Geodesy University CourseGeodesy University Course
Geodesy University CourseNettlemanU
 
Space transportusingorbitaldebris
Space transportusingorbitaldebrisSpace transportusingorbitaldebris
Space transportusingorbitaldebrisClifford Stone
 
Oświęcim Group 4
Oświęcim Group 4Oświęcim Group 4
Oświęcim Group 4e-twinning
 
Seville - geodesy training
Seville - geodesy training Seville - geodesy training
Seville - geodesy training euroMind
 
Height systems and vertical datums
Height systems and vertical datumsHeight systems and vertical datums
Height systems and vertical datumsAhmad Hasan
 
Lesson 7 The Earth's Hemispheres
Lesson 7 The Earth's HemispheresLesson 7 The Earth's Hemispheres
Lesson 7 The Earth's HemispheresJamaica Olazo
 
Orthorectification and triangulation
Orthorectification and triangulationOrthorectification and triangulation
Orthorectification and triangulationMesfin Yeshitla
 
Horizon system of coordinates
Horizon system of coordinatesHorizon system of coordinates
Horizon system of coordinatesTrebor Dadinirt
 
Who first Knew the Earth was Round?
Who first Knew the Earth was Round?Who first Knew the Earth was Round?
Who first Knew the Earth was Round?Diana Summers
 
Theodolites
TheodolitesTheodolites
Theodolitesillpa
 
QGIS Module 3
QGIS Module 3QGIS Module 3
QGIS Module 3CAPSUCSF
 
Datums and Datum Targets
Datums and Datum TargetsDatums and Datum Targets
Datums and Datum TargetsHassan Habib
 
Triangulation and trilateration pdf...
Triangulation and trilateration pdf...Triangulation and trilateration pdf...
Triangulation and trilateration pdf...Gokul Saud
 

Viewers also liked (18)

Geodesy
GeodesyGeodesy
Geodesy
 
Geodesy University Course
Geodesy University CourseGeodesy University Course
Geodesy University Course
 
Geometric geodesy
Geometric geodesyGeometric geodesy
Geometric geodesy
 
Surveying
Surveying Surveying
Surveying
 
Space transportusingorbitaldebris
Space transportusingorbitaldebrisSpace transportusingorbitaldebris
Space transportusingorbitaldebris
 
Oświęcim Group 4
Oświęcim Group 4Oświęcim Group 4
Oświęcim Group 4
 
Seville - geodesy training
Seville - geodesy training Seville - geodesy training
Seville - geodesy training
 
Earth
EarthEarth
Earth
 
Height systems and vertical datums
Height systems and vertical datumsHeight systems and vertical datums
Height systems and vertical datums
 
Lesson 7 The Earth's Hemispheres
Lesson 7 The Earth's HemispheresLesson 7 The Earth's Hemispheres
Lesson 7 The Earth's Hemispheres
 
shape of earth
shape of earthshape of earth
shape of earth
 
Orthorectification and triangulation
Orthorectification and triangulationOrthorectification and triangulation
Orthorectification and triangulation
 
Horizon system of coordinates
Horizon system of coordinatesHorizon system of coordinates
Horizon system of coordinates
 
Who first Knew the Earth was Round?
Who first Knew the Earth was Round?Who first Knew the Earth was Round?
Who first Knew the Earth was Round?
 
Theodolites
TheodolitesTheodolites
Theodolites
 
QGIS Module 3
QGIS Module 3QGIS Module 3
QGIS Module 3
 
Datums and Datum Targets
Datums and Datum TargetsDatums and Datum Targets
Datums and Datum Targets
 
Triangulation and trilateration pdf...
Triangulation and trilateration pdf...Triangulation and trilateration pdf...
Triangulation and trilateration pdf...
 

Similar to Surveying geodesy ajith sir

Chapter Two_Earth, moon and sky.pptx
Chapter Two_Earth, moon and sky.pptxChapter Two_Earth, moon and sky.pptx
Chapter Two_Earth, moon and sky.pptxJifarRaya
 
2_Earth_and_its_coordinates.ppt
2_Earth_and_its_coordinates.ppt2_Earth_and_its_coordinates.ppt
2_Earth_and_its_coordinates.pptAmitSharma3227
 
Field astronomy in surveying
Field astronomy in surveyingField astronomy in surveying
Field astronomy in surveyingsuraj jha
 
Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.
Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.
Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.Saira Honey
 
Earth and sun relationships
Earth and sun relationshipsEarth and sun relationships
Earth and sun relationshipslschmidt1170
 
Lab six earth and sun relationships
Lab six earth and sun relationshipsLab six earth and sun relationships
Lab six earth and sun relationshipsLisa Schmidt
 
3.2.2.a_orbitmechmodeling.pptx
3.2.2.a_orbitmechmodeling.pptx3.2.2.a_orbitmechmodeling.pptx
3.2.2.a_orbitmechmodeling.pptxsanthyamuthu1
 
6 latitude an longitude ..pptx
6 latitude an longitude   ..pptx6 latitude an longitude   ..pptx
6 latitude an longitude ..pptxSwatiMaheshwari34
 
Aerial NAVIGATION and FLIGHT PLANNING.pptx
Aerial NAVIGATION and FLIGHT PLANNING.pptxAerial NAVIGATION and FLIGHT PLANNING.pptx
Aerial NAVIGATION and FLIGHT PLANNING.pptxEhtasham Amir
 
Field astronomy - Advanced surveying
Field astronomy - Advanced surveying Field astronomy - Advanced surveying
Field astronomy - Advanced surveying Vijay Parmar
 
astronomy-advancedsurveying.pptx
astronomy-advancedsurveying.pptxastronomy-advancedsurveying.pptx
astronomy-advancedsurveying.pptxmrunmayee20
 
Coordinate System.pdf
Coordinate System.pdfCoordinate System.pdf
Coordinate System.pdfLareebMoeen1
 

Similar to Surveying geodesy ajith sir (20)

Chapter Two_Earth, moon and sky.pptx
Chapter Two_Earth, moon and sky.pptxChapter Two_Earth, moon and sky.pptx
Chapter Two_Earth, moon and sky.pptx
 
2_Earth_and_its_coordinates.ppt
2_Earth_and_its_coordinates.ppt2_Earth_and_its_coordinates.ppt
2_Earth_and_its_coordinates.ppt
 
Field astronomy in surveying
Field astronomy in surveyingField astronomy in surveying
Field astronomy in surveying
 
Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.
Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.
Satellite Communication Lec4, Chat Rooms GupshupCorner.com Pakistan.
 
Earth and sun relationships
Earth and sun relationshipsEarth and sun relationships
Earth and sun relationships
 
Lab six earth and sun relationships
Lab six earth and sun relationshipsLab six earth and sun relationships
Lab six earth and sun relationships
 
Ncert earth
Ncert earthNcert earth
Ncert earth
 
WEEK1-Q4.pptx
WEEK1-Q4.pptxWEEK1-Q4.pptx
WEEK1-Q4.pptx
 
Field.astronomy
Field.astronomyField.astronomy
Field.astronomy
 
3.2.2.a_orbitmechmodeling.pptx
3.2.2.a_orbitmechmodeling.pptx3.2.2.a_orbitmechmodeling.pptx
3.2.2.a_orbitmechmodeling.pptx
 
6 latitude an longitude ..pptx
6 latitude an longitude   ..pptx6 latitude an longitude   ..pptx
6 latitude an longitude ..pptx
 
Unit 1 - Earth in space
Unit 1 - Earth in spaceUnit 1 - Earth in space
Unit 1 - Earth in space
 
Aerial NAVIGATION and FLIGHT PLANNING.pptx
Aerial NAVIGATION and FLIGHT PLANNING.pptxAerial NAVIGATION and FLIGHT PLANNING.pptx
Aerial NAVIGATION and FLIGHT PLANNING.pptx
 
Field astronomy - Advanced surveying
Field astronomy - Advanced surveying Field astronomy - Advanced surveying
Field astronomy - Advanced surveying
 
Earth in space
Earth in spaceEarth in space
Earth in space
 
Field Astronomy
Field  AstronomyField  Astronomy
Field Astronomy
 
astronomy-advancedsurveying.pptx
astronomy-advancedsurveying.pptxastronomy-advancedsurveying.pptx
astronomy-advancedsurveying.pptx
 
Coordinate System.pdf
Coordinate System.pdfCoordinate System.pdf
Coordinate System.pdf
 
tamia williams
tamia williamstamia williams
tamia williams
 
Pr 1
Pr 1Pr 1
Pr 1
 

More from SHAMJITH KM

Salah of the Prophet (ﷺ).pdf
Salah of the Prophet (ﷺ).pdfSalah of the Prophet (ﷺ).pdf
Salah of the Prophet (ﷺ).pdfSHAMJITH KM
 
Construction Materials and Engineering - Module IV - Lecture Notes
Construction Materials and Engineering - Module IV - Lecture NotesConstruction Materials and Engineering - Module IV - Lecture Notes
Construction Materials and Engineering - Module IV - Lecture NotesSHAMJITH KM
 
Construction Materials and Engineering - Module III - Lecture Notes
Construction Materials and Engineering - Module III - Lecture NotesConstruction Materials and Engineering - Module III - Lecture Notes
Construction Materials and Engineering - Module III - Lecture NotesSHAMJITH KM
 
Construction Materials and Engineering - Module II - Lecture Notes
Construction Materials and Engineering - Module II - Lecture NotesConstruction Materials and Engineering - Module II - Lecture Notes
Construction Materials and Engineering - Module II - Lecture NotesSHAMJITH KM
 
Construction Materials and Engineering - Module I - Lecture Notes
Construction Materials and Engineering - Module I - Lecture NotesConstruction Materials and Engineering - Module I - Lecture Notes
Construction Materials and Engineering - Module I - Lecture NotesSHAMJITH KM
 
Computing fundamentals lab record - Polytechnics
Computing fundamentals lab record - PolytechnicsComputing fundamentals lab record - Polytechnics
Computing fundamentals lab record - PolytechnicsSHAMJITH KM
 
Concrete lab manual - Polytechnics
Concrete lab manual - PolytechnicsConcrete lab manual - Polytechnics
Concrete lab manual - PolytechnicsSHAMJITH KM
 
Concrete Technology Study Notes
Concrete Technology Study NotesConcrete Technology Study Notes
Concrete Technology Study NotesSHAMJITH KM
 
നബി(സ)യുടെ നമസ്കാരം - രൂപവും പ്രാര്ത്ഥനകളും
നബി(സ)യുടെ നമസ്കാരം -  രൂപവും പ്രാര്ത്ഥനകളുംനബി(സ)യുടെ നമസ്കാരം -  രൂപവും പ്രാര്ത്ഥനകളും
നബി(സ)യുടെ നമസ്കാരം - രൂപവും പ്രാര്ത്ഥനകളുംSHAMJITH KM
 
Design of simple beam using staad pro - doc file
Design of simple beam using staad pro - doc fileDesign of simple beam using staad pro - doc file
Design of simple beam using staad pro - doc fileSHAMJITH KM
 
Design of simple beam using staad pro
Design of simple beam using staad proDesign of simple beam using staad pro
Design of simple beam using staad proSHAMJITH KM
 
Python programs - PPT file (Polytechnics)
Python programs - PPT file (Polytechnics)Python programs - PPT file (Polytechnics)
Python programs - PPT file (Polytechnics)SHAMJITH KM
 
Python programs - first semester computer lab manual (polytechnics)
Python programs - first semester computer lab manual (polytechnics)Python programs - first semester computer lab manual (polytechnics)
Python programs - first semester computer lab manual (polytechnics)SHAMJITH KM
 
Python programming Workshop SITTTR - Kalamassery
Python programming Workshop SITTTR - KalamasseryPython programming Workshop SITTTR - Kalamassery
Python programming Workshop SITTTR - KalamasserySHAMJITH KM
 
Analysis of simple beam using STAAD Pro (Exp No 1)
Analysis of simple beam using STAAD Pro (Exp No 1)Analysis of simple beam using STAAD Pro (Exp No 1)
Analysis of simple beam using STAAD Pro (Exp No 1)SHAMJITH KM
 
Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)SHAMJITH KM
 
Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)SHAMJITH KM
 
CAD Lab model viva questions
CAD Lab model viva questions CAD Lab model viva questions
CAD Lab model viva questions SHAMJITH KM
 
Brain Computer Interface (BCI) - seminar PPT
Brain Computer Interface (BCI) -  seminar PPTBrain Computer Interface (BCI) -  seminar PPT
Brain Computer Interface (BCI) - seminar PPTSHAMJITH KM
 
Surveying - Module iii-levelling only note
Surveying - Module  iii-levelling only noteSurveying - Module  iii-levelling only note
Surveying - Module iii-levelling only noteSHAMJITH KM
 

More from SHAMJITH KM (20)

Salah of the Prophet (ﷺ).pdf
Salah of the Prophet (ﷺ).pdfSalah of the Prophet (ﷺ).pdf
Salah of the Prophet (ﷺ).pdf
 
Construction Materials and Engineering - Module IV - Lecture Notes
Construction Materials and Engineering - Module IV - Lecture NotesConstruction Materials and Engineering - Module IV - Lecture Notes
Construction Materials and Engineering - Module IV - Lecture Notes
 
Construction Materials and Engineering - Module III - Lecture Notes
Construction Materials and Engineering - Module III - Lecture NotesConstruction Materials and Engineering - Module III - Lecture Notes
Construction Materials and Engineering - Module III - Lecture Notes
 
Construction Materials and Engineering - Module II - Lecture Notes
Construction Materials and Engineering - Module II - Lecture NotesConstruction Materials and Engineering - Module II - Lecture Notes
Construction Materials and Engineering - Module II - Lecture Notes
 
Construction Materials and Engineering - Module I - Lecture Notes
Construction Materials and Engineering - Module I - Lecture NotesConstruction Materials and Engineering - Module I - Lecture Notes
Construction Materials and Engineering - Module I - Lecture Notes
 
Computing fundamentals lab record - Polytechnics
Computing fundamentals lab record - PolytechnicsComputing fundamentals lab record - Polytechnics
Computing fundamentals lab record - Polytechnics
 
Concrete lab manual - Polytechnics
Concrete lab manual - PolytechnicsConcrete lab manual - Polytechnics
Concrete lab manual - Polytechnics
 
Concrete Technology Study Notes
Concrete Technology Study NotesConcrete Technology Study Notes
Concrete Technology Study Notes
 
നബി(സ)യുടെ നമസ്കാരം - രൂപവും പ്രാര്ത്ഥനകളും
നബി(സ)യുടെ നമസ്കാരം -  രൂപവും പ്രാര്ത്ഥനകളുംനബി(സ)യുടെ നമസ്കാരം -  രൂപവും പ്രാര്ത്ഥനകളും
നബി(സ)യുടെ നമസ്കാരം - രൂപവും പ്രാര്ത്ഥനകളും
 
Design of simple beam using staad pro - doc file
Design of simple beam using staad pro - doc fileDesign of simple beam using staad pro - doc file
Design of simple beam using staad pro - doc file
 
Design of simple beam using staad pro
Design of simple beam using staad proDesign of simple beam using staad pro
Design of simple beam using staad pro
 
Python programs - PPT file (Polytechnics)
Python programs - PPT file (Polytechnics)Python programs - PPT file (Polytechnics)
Python programs - PPT file (Polytechnics)
 
Python programs - first semester computer lab manual (polytechnics)
Python programs - first semester computer lab manual (polytechnics)Python programs - first semester computer lab manual (polytechnics)
Python programs - first semester computer lab manual (polytechnics)
 
Python programming Workshop SITTTR - Kalamassery
Python programming Workshop SITTTR - KalamasseryPython programming Workshop SITTTR - Kalamassery
Python programming Workshop SITTTR - Kalamassery
 
Analysis of simple beam using STAAD Pro (Exp No 1)
Analysis of simple beam using STAAD Pro (Exp No 1)Analysis of simple beam using STAAD Pro (Exp No 1)
Analysis of simple beam using STAAD Pro (Exp No 1)
 
Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures I - STUDENT NOTE BOOK (Polytechnics Revision 2015)
 
Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)
Theory of structures II - STUDENT NOTE BOOK (Polytechnics Revision 2015)
 
CAD Lab model viva questions
CAD Lab model viva questions CAD Lab model viva questions
CAD Lab model viva questions
 
Brain Computer Interface (BCI) - seminar PPT
Brain Computer Interface (BCI) -  seminar PPTBrain Computer Interface (BCI) -  seminar PPT
Brain Computer Interface (BCI) - seminar PPT
 
Surveying - Module iii-levelling only note
Surveying - Module  iii-levelling only noteSurveying - Module  iii-levelling only note
Surveying - Module iii-levelling only note
 

Recently uploaded

PE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and propertiesPE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and propertiessarkmank1
 
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...Amil baba
 
Hostel management system project report..pdf
Hostel management system project report..pdfHostel management system project report..pdf
Hostel management system project report..pdfKamal Acharya
 
Online electricity billing project report..pdf
Online electricity billing project report..pdfOnline electricity billing project report..pdf
Online electricity billing project report..pdfKamal Acharya
 
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadkiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadhamedmustafa094
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . pptDineshKumar4165
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueBhangaleSonal
 
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKARHAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKARKOUSTAV SARKAR
 
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Call Girls Mumbai
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.Kamal Acharya
 
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLEGEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLEselvakumar948
 
Block diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptBlock diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptNANDHAKUMARA10
 
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTbhaskargani46
 
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdfAldoGarca30
 
Engineering Drawing focus on projection of planes
Engineering Drawing focus on projection of planesEngineering Drawing focus on projection of planes
Engineering Drawing focus on projection of planesRAJNEESHKUMAR341697
 
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...drmkjayanthikannan
 
Thermal Engineering -unit - III & IV.ppt
Thermal Engineering -unit - III & IV.pptThermal Engineering -unit - III & IV.ppt
Thermal Engineering -unit - III & IV.pptDineshKumar4165
 
Moment Distribution Method For Btech Civil
Moment Distribution Method For Btech CivilMoment Distribution Method For Btech Civil
Moment Distribution Method For Btech CivilVinayVitekari
 

Recently uploaded (20)

PE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and propertiesPE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and properties
 
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
 
Integrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - NeometrixIntegrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - Neometrix
 
Hostel management system project report..pdf
Hostel management system project report..pdfHostel management system project report..pdf
Hostel management system project report..pdf
 
Online electricity billing project report..pdf
Online electricity billing project report..pdfOnline electricity billing project report..pdf
Online electricity billing project report..pdf
 
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadkiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . ppt
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
 
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKARHAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
 
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.
 
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLEGEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
 
Block diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptBlock diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.ppt
 
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
 
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
 
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
 
Engineering Drawing focus on projection of planes
Engineering Drawing focus on projection of planesEngineering Drawing focus on projection of planes
Engineering Drawing focus on projection of planes
 
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
 
Thermal Engineering -unit - III & IV.ppt
Thermal Engineering -unit - III & IV.pptThermal Engineering -unit - III & IV.ppt
Thermal Engineering -unit - III & IV.ppt
 
Moment Distribution Method For Btech Civil
Moment Distribution Method For Btech CivilMoment Distribution Method For Btech Civil
Moment Distribution Method For Btech Civil
 

Surveying geodesy ajith sir

  • 1. The Shape of the Earth The Earth is not a perfect sphere • Equatorial diameter slightly greater than polar diameter • Earth is an oblate ellipsoid–slightly flattened • The geoid exaggerates small departures from spherical
  • 2.
  • 3.
  • 4. The Earth’s Rotation Earth rotates on its axis: •Counterclockwise at North Pole •Left to right (eastward) at Equator •One rotation is a solar day (24 hours) Axis: an imaginary straight line through the center of the Earth around which the Earth rotates Poles: the two points on the Earth’s surface where the axis of rotation emerges
  • 5. The Earth’s Rotation Environmental Effects of the Earth’s Rotation: •Day and night •Fluctuating air temperature •Tides
  • 6. The Geographic Grid Parallels and Meridians Geographic grid: network of parallels and meridians used to fix location on the Earth Parallel: east-west circle on the Earth’s surface, lying on a plane parallel to the equator Meridian: north-south line on the Earth’s surface, connecting the poles
  • 7.
  • 8. The Geographic Grid Parallels and Meridians Equator: Parallel of latitude lying midway between the Earth’s poles; it is designated latitude 0º • Longest parallel of latitude • Midway between poles • Fundamental reference line for measuring position Latitude: arc of a meridian between the equator and a given point on the globe Longitude: arc of a parallel between the prime meridian and a given point on the globe
  • 9. The Geographic Grid Latitude and Longitude Latitude is measured north and south of the equator, up to 90º Longitude is measured east and west of the Prime Meridian—meridian that passes through Greenwich, England—up to 180º
  • 10. Visualizing Physical Geography Copyright © 2008 John Wiley and Sons Publishers Inc. Earth’s Revolution Around the Sun Tilt of the Earth’s Axis Earth has seasons because of the tilt of the axis. • Axis aims toward Polaris (North Star) • Axis tilted at an angle of 23 ½ ° from a right angle to plane of the ecliptic Plane of the Ecliptic: plane of the Earth’s orbit around the Sun
  • 11. Earth’s Revolution Around the Sun The Four Seasons Earth’s axis tilted toward North Star throughout Earth’s orbit. • December 22: N hemisphere tilted away from the sun at the maximum angle • June 21: N hemisphere tilted toward the sun at the maximum angle
  • 12. Earth’s Revolution Around the Sun The Four Seasons Summer solstice: solstice occurring on June 21 or 22, when the subsolar point is at 23 1/2° N; June Solstice Winter solstice: solstice occurring on December 21 or 22, when the subsolar point is at 23 1/2° S; December Solstice Equinox: time when subsolar point falls on equator and circle of illumination passes through both poles Circle of illumination: separates day hemisphere from night hemisphere
  • 13. Earth’s Revolution Around the Sun Equinox Conditions Subsolar point: point on the Earth’s surface where the sun is directly overhead at noon • Circle of illumination passes through both poles • Subsolar point at equator • Day and night of equal length everywhere on the globe •Occurs twice per year •Vernal Equinox: March 21 •Autumnal Equinox: September 23
  • 14. Earth’s Revolution Around the Sun Solstice Conditions •Circle of illumination grazes Arctic and Antarctic Circles •June Solstice: north pole has 24 hours of daylight; daylength increases from equator to north pole •December Solstice: south pole has 24 hours of daylight; daylength increases from equator to south pole
  • 15. Earth’s Revolution Around the Sun Earth revolves around the sun every 365.242 days • Orbit is an ellipse • Leap year corrects for the extra quarter day • Orbit is counterclockwise • Perihelion: point in orbit when Earth is closest to Sun • Aphelion: point in orbit when Earth is farthest from Sun
  • 16.
  • 17.
  • 18. A great-circle arc, on the sphere, is the analogue of a straight line, on the plane. Where two such arcs intersect, we can define the spherical angle either as angle between the tangents to the two arcs, at the point of intersection, or as the angle between the planes of the two great circles where they intersect at the centre of the sphere. (Spherical angle is only defined where arcs of great circles meet.)
  • 19. A spherical triangle is made up of three arcs of great circles, all less than 180°. The sum of the angles is not fixed, but will always be greater than 180°. If any side of the triangle is exactly 90°, the triangle is called quadrantal.
  • 20. Set up a system of rectangular axes OXYZ: O is at the centre of the sphere; OZ passes through A; OX passes through arc AB (or the extension of it); OY is perpendicular to both. Find the coordinates of C in this system: x = sin(b) cos(A) y = sin(b) sin(A) z = cos(b)
  • 21. sine rule: sin(a)/sin(A) = sin(b)/sin(B) = sin(c)/sin(C) cosine rule: cos(a) = cos(b) cos(c) + sin(b) sin(c) cos(A) cos(b) = cos(c) cos(a) + sin(c) sin(a) cos(B) cos(c) = cos(a) cos(b) + sin(a) sin(b) cos(C)
  • 22.
  • 23.
  • 24.
  • 25. Napier's Rules for a spherical right triangle 1. The sine of an angle is equal to the product of cosines of the opposite two angles. 2. The sine of an angle is equal to the product of tangents of the two adjacent angles.
  • 26. Nautical Mile It is the distance measured along the great circle joining the points which subtends one minute of arc at the centre of earth
  • 27. Exercise: A point A, has longitude 2°W, latitude 50°N. And another place B, has longitude 97°W, latitude 50°N. How far apart are they, in nautical miles, along a great circle arc?
  • 28. Use the cosine rule: cos AW = cos WP cos AP + sin WP sin AP cos P = cos240° + sin240° cos 95° = 0.5508 So AW = 56.58° = 3395 nautical miles
  • 29. (This is 7% shorter than the route along a parallel of latitude). If you set off from Alderney on a great-circle route to Winnipeg, in what direction (towards what azimuth) would you head? Use the sine rule: sin A / sin WP = sin P / sin WA so sin x = sin 40° sin 95° / sin 56.58° = 0.77 so x = 50.1° or 129.9° . Common sense says 50.1° (or check using cosine rule to get PW). Azimuth is measured clockwise from north, so azimuth is 360° - 50.1° = 309.9° (Note that this is 40° north of the “obvious” due-west course.) Back to "Spherical trigonometry".
  • 30.
  • 31.
  • 32.
  • 33.
  • 34.
  • 35. (Figure 4-2). In the continental United States, longitude is commonly reported as a west longitude. To convert easterly to westerly referenced longitudes, the easterly longitude must be subtracted from 360 deg.
  • 36.
  • 37. I. Latitude and Longitude on Spherical Earth Latitude and longitude are the grid lines you see on globes. For a spherical earth these are angles seen from the center of the earth. The angle up from the equator is latitude. In the southern hemisphere is it negative in the convention used in geodesy. It has a range of –90 degrees to 90 degrees. The reference for latitude is set by the equator - effectively set by the spin axis of the earth. The angle in the equatorial plane is the longitude. There is no natural reference for longitude. The zero line, called the prime meridian, is taken, by convention, as the line through Greenwich England. (This was set by treaty in 1878. Before that each major nation had its own zero of longitude.)
  • 38.
  • 39.
  • 40. astronomical latitude, φ. The point where the plumb-line’s direction meets the equatorial plane is not, in general, the centre of the Earth. The angle between the line joining the observer to the Earth’s centre and the equatorial plane is the geocentric latitude, φ (see figure 7.3). There is yet a third definition of latitude. Geodetic measurements on the Earth’s surface show local irregularities in the direction of gravity due to variations in the density and shape of the Earth’s crust. The direction in which a plumb-line hangs is affected by such anomalies and these are referred to as station error. The geodetic or geographic latitude, φ, of the observer is the astronomical latitude corrected for station error. The geodetic latitude is, therefore, related to a reference spheroid whose surface is defined by the mean ocean level of the Earth. If a and b are the semi-major and semi-minor axes of the ellipse ofrevolution forming the ‘geoid’, the flattening or ellipticity, , is given by
  • 41.
  • 42.
  • 43. The longitude used in geodesy is positive going east from the prime meridian. The values go from 0 to 360 degrees. A value in the middle United States is therefore about 260 degrees east longitude. This is the same as -100 degrees east. In order to make longitudes more convenient, often values in the western hemisphere are quoted in terms of angles west from the prime meridian. Thus the 2 longitude of -100 E (E for East) is also 100 W (W for West). Similarly latitudes south of the equator are often given as "S" (for south) values to avoid negative numbers.
  • 44.
  • 45.
  • 46. Latitude and Longitude on Ellipsoidal Earth The earth is flattened by rotational effects. The cross-section of a meridian is no loner a circle, but an ellipse. The ellipse that best fits the earth is only slightly different from a circle. The flattening, defined in the figure below, is about 1/298.25 for the earth. Latitude and longitude are defined to be "intuitively the same as for a spherical earth". This loose definition has been made precise in geodesy. The longitude is the exactly the same as for a spherical earth. The way latitude is handled was defined by the French in the 17th century after Newton deduced that the world had an elliptical crosssection.
  • 47. Before satellites latitude was measured by observing the stars. In particular observing the angle between the horizon and stars. The horizon was taken to be perpendicular to the vertical measured by a plumb bob or spirit level. The "vertical line" of the plumb bob was thought to be perpendicular to the sphere that formed the earth. The extension to an ellipsoidal earth is to use the line perpendicular to the ellipsoid to define the vertical. This is essentially the same as the plumb bob.1
  • 48. The figures below show the key effects of rotation on the earth and coordinates. The latitude is defined in both the spherical and ellipsoidal cases from the line perpendicular to the world model. In the case of the spherical earth, this line hits the origin of the sphere - the center of the earth. For the ellipsoidal model the up-down line does not hit the center of the earth. It does hit the polar axis though
  • 49.
  • 50.
  • 51. The length of the line to the center of the earth for a spherical model is the radius of the sphere. For the ellipsoidal model the length from the surface to the polar axis is one of three radii needed to work with angles and distance on the earth. (It is called the radius of curvature in the prime vertical, and denoted RN here. See the note on radii of the earth for details.) There are not two types of latitude that can easily be defined. The angle that the line makes from the center of the earth is called the geocentric latitude. Geocentric latitude is usually denoted as f¢, or fc . It is commonly used in satellite work. It does not strike the surface of the ellipsoid at a right angle. The line perpendicular to the ellipsoid makes an angle with the equatorial plane that is called the geodetic latitude. (“Geodetic" in geodesy usually implies something taken with respect to the ellipsoid.) The latitude on maps is geodetic latitude. It is usually denoted as g
  • 52.
  • 53. Geodetic Coordinates. Geodetic coordinate components consist of: · latitude (f), · longitude (l), · ellipsoid height (h). Geodetic latitude, longitude, and ellipsoid height define the position of a point on the surface of the Earth with respect to the reference ellipsoid.
  • 54. 1) Geodetic latitude (f). The geodetic latitude of a point is the acute angular distance between the equatorial plane and the normal through the point on the ellipsoid measured in the meridian plane Geodetic latitude is positive north of the equator and negative south of the equator.
  • 55. (2) Geodetic longitude (l). The geodetic longitude is the angle measured counter-clockwise (east), in the equatorial plane, starting from the prime meridian (Greenwich meridian), to the meridian of the defined point
  • 56. (3) Ellipsoid Height (h). The ellipsoid height is the linear distance above the reference ellipsoid measured along the ellipsoidal normal to the point in question. The ellipsoid height is positive if the reference ellipsoid is below the topographic surface and negative if the ellipsoid is above the topographic surface.