quiz3 Flashcards

1
Q

explain across track scanners (whiskbroom)

A
  • Scanning lines are perpendicular to the
    direction of flight
  • Records radiation from one side to one side
    using an oscillating mirror
  • Arc below the aircraft between 90°-120°
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2
Q

what is field of view in remoe sensing

A
  • The scanner records the energy within the
    system’s instantaneous field of view (IFOV)
  • IFOV - the angle within which incident energy
    is focused on the detector: β
    β - determined by
  • instrument’s optical
    system
  • size of its detectors
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3
Q

explain spatial resolution and its relationship to IFOV

A
  • The ground observed when the IFOV
    of a scanner is oriented directly
    beneath the aircraft
    𝐷𝐷 = 𝐻𝐻𝐻 × 𝛽𝛽
  • The ground segment sensed at any
    instant = ground resolution
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4
Q

explain spectral resolution and its relationship to noise and IFOV

A
  • Spectral resolution – ability to discriminate fine
    spectral signatures
    – Large IFOV allow more energy -> improved
    radiometric resolution
    – Small IFOV – record fine spatial details
  • Spatial resolution and radiometric resolution are
    inversely related
  • Large IFOV – large signal to noise ratio
    – Proportion of recorded signal that is useable
    information in respected with unwanted distortions
  • Term Resolution: loosely refers to GSD or IFOV
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5
Q

what are across track scanners subject to

A

Across-track scanners subject to
– Altitude and attitude variations
– Systematic geometric variations

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6
Q

what is tangential scale distortion

A

Tangential scale distortion
* Severe scale distortion perpendicular to the
flight direction
– Constant angular velocity of mirror ≠ constant
speed of scanner IFOV over terrain
– The ground distance cover per second increases
with departure from nadir

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7
Q

what is flight parameter distortion

A

Variation in flight trajectory affects relative
position of points recorded

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8
Q

what is 1d relief displacement

A

Objects are only side-viewed
– Vertical photo->displacement radial from principal point
– Across-track image->displacement at 90° from nadir
Single frame photo displacement Across-track scanner displacement

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9
Q

what is along-track scanner pushbroom

A
  • Pushbroom scanners record multi- spectral
    images along a swath beneath an aircraft
  • NO scanning mirror
  • Linear array
    – Multiple charged coupled devices
  • Each detector element senses the
    energy of a single column of data.
    Ground resolution determined by
    the IFOV of a single detector
    projected on the ground.
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10
Q

Across- vs Along-track scanning

A
  • Advantages of along track scanning
    – Longer detection time to measure energy
    – Geometric integrity->fixed distance among detectors
    – No geometric error induced by mirror rotation speed
    – Smaller in size and lighter
    – No moving parts - reliable and long life expectancy
  • Advantages of across-track scanning
    – No need to calibrate multiple detectors
    – Large range of spectral sensitivity
  • Linear array systems -> up to mid-IR
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11
Q

what are the geometric characteristics of pushbroom

A
  • No scanning mirror -> uniformly spaced
    ground resolution elements
  • No tangential scale distortion
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12
Q

what is exterior orientation

A
  • Parameters that describe the position and
    angular orientation of the coordinate system
    of each photograph relative to the ground
    coordinate system
  • Six parameters
    – Three angles
    – Three coordinates
  • Determining the exterior orientation
    parameters for a photo -> georeferencing
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13
Q

what is georeferencing

A
  • Establishes geometric relationships between
    image and ground coordinates
  • Approaches for georeferencing frame camera
    images:
    – Indirect georeferencing: uses GCP and aero-
    triangulation to compute exterior orientation param.
    – Direct georeferencing: uses airborne GPS and IMU
    values to compute exterior orientation parameters
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14
Q

what is collinearity condition

A
  • Collinearity condition: the exposure station of
    any photograph, any object point in the ground
    coordinate system, and its photographic image lie on a straight line
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15
Q

what are the 3 steps of indirect georeferencing

A

1) Georeferencing (ESRI PRESS 2003)
To establish a relationship between page coordinates on a
planar map and known real-world coordinates.
2) Geometric Transformation (Chang)
The process of converting a map or an image from one
coordinate system to another by using a set of control
points and a transformation equation.
3) Image Resampling
 A process of filling each pixel of a newly transformed image
with a value or a derived value from the original value

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16
Q

what is direct georeferencing

A
  • Current preferred method for determining the
    elements of exterior orientation
  • Airborne GPS and IMU calculate the position
    and the angular orientation of each image
  • Direct georeferencing can eliminates the need
    for GCP and aerotriangulation
17
Q

what is Orthorectification

A
  • Orthorectification - process of transforming
    raw imagery to an orthogonal projection
  • Orthorectification transforms the central
    projection of the photograph into an
    orthogonal view of the ground
18
Q

orthophoto vs true orthophoto

A

Product of orthorectification = orthoimage (photo)
– True orthophoto = orthophoto with orthogonal projection

19
Q

what are Sources of image distortion

A
  • Sensor orientation
  • Topographic relief
  • Earth shape and rotation
  • Sensor orbit and attitude variations
  • Systematic error associated with the sensor
20
Q

what are Orthorectification algorithms

A
  • Parametric approaches
    – GCP
    – Parameters: interior & exterior orientation para.
  • Nonparametric approaches
    – “Rubber sheet” approach Schlapfer and Richter (2002)
    – Large number of GCP -> reference image
    – Algorithms
  • Polynomial transformations
  • Projective transformations
21
Q

what are Ground control points

A
  • Ground reference data = ground control
  • Ground control are physical points on the
    ground with known positions
  • An important role of ground control is to
    determine the exterior orientation parameters
    of a photo at recording time
    – Position
    – Angular orientation
22
Q

what is Parametric orthorectification

A
  • Favorable for imaging spectrometry data
  • Requires knowledge of
    – Sensor model
    – Orbits parameters
  • Achieved accuracy: 0.5 – 1.5 pixels
  • Parametric models implemented in various
    airborne scanners: AVIRIS
23
Q

what is Interior orientation

A
  • Reconstruct the bundle of rays: relationship between
    image plane and projection center of a camera
  • Parameters:
    – location of the principal point
    – the focal length
    – the radial symmetric lens distortion
  • Collinearity equation: image point, projection center,
    and ground point are located on a straight line
24
Q

what is Exterior orientation

A
  • Parameters that describe the position and
    angular orientation of the coordinate system
    of each photograph relative to the ground
    coordinate system
  • Six parameters
    – Three angles
    – Three coordinates
25
Q

what is Polynomial Rectification

A

Polynomial going thru the GCP
* Simplest way to orthorectify an image
* Removes only the effect of tilt
* Do not correct for relief displacement

26
Q

what is Projective rectification

A
  • Geometric transformation between image
    plane and projective plane
  • Requires eight unknown coefficients
  • At least 4 GCP
  • Does not correct for relief displacement
    – applicable to aerial photographs of flat terrain or
    images of facades of buildings