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The document discusses the methods for near-surface seismic refraction surveying. It describes typical equipment used including seismographs, sensors, spread cables, and sources. It outlines survey geometry considerations for sensor and source placement. It also details typical recording parameters, the analysis process of picking first breaks and inverting travel time curves, and references additional analysis techniques and software.
The document discusses the methods and equipment used for near-surface seismic refraction surveying. It describes how a typical refraction survey is conducted using a seismograph, geophones in a spread, and a hammer source. The key steps covered are survey geometry, data acquisition parameters, first break picking, analysis using travel time curves, and layered velocity modeling to determine subsurface layer velocities.
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Presentation by Ruben Imhoff, Xiaohan Li, Pieter Hazenberg, Deltares, at the Delft-FEWS International User Days 2020, during Delft Software Days - Edition 2020. Monday, 2 November 2020.
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4. 4
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
Refocusing SPOT cameras
Method
– Both cameras image the same landscape
– One is used as a reference
– Focusing mechanism of the other is moved
– Calculation of the ratio of image spectra
• integration in band 0.25 fs - 0.35 fs
• calculations in row and column directions
• result is a function of position p of mechanism
– The curve looks like a parabola
• a defocus model is fitted on measurements
• the vertex gives the best focus
– Calculations vs field area
• center and edges (SPOT5)
5. 5
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
Refocusing SPOT cameras
Refocusing operation sequence (SPOT5 HRG)
– Before launch, the cameras are set on best vacuum mean focus p0
– First stage: slight defocusing around p0
• p0-8, p0+8, p0 (~±10 mm)
mechanism validation
first focus estimation p1
– Second stage: sufficient defocusing to overpass p1
– Final estimation of best focus
• row-wise and columnwise astigmatism
• field center and field edges
– Setting the focus to best mean position
6. 6
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
Refocusing SPOT cameras
Results of HRG1 refocusing operations (First stage)
– Vertex outside measurement points
• Second stage needed
HRG1 refocusing (field center - rows)
-19.8
0.7
0.8
0.9
1
1.1
1.2
-28 -24 -20 -16 -12 -8 -4 0 4 8 12
Focusing mechanism position
MTF
ratio
Defocus model
Measurement
Vertex
HRG1 refocusing (field center - columns)
-13.7
0.7
0.8
0.9
1
1.1
1.2
-28 -24 -20 -16 -12 -8 -4 0 4 8 12
Focusing mechanism position
MTF
ratio
Defocus Model
Mesurement
Vertex
7. 7
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
Refocusing SPOT cameras
Results of HRG1 refocusing operations (second stage)
– Best focus (field center): p0-13
• Astigmatism: -7
(one focusing step = 1.2 mm)
HRG1 refocusing (field center - rows)
-16.6
0.7
0.8
0.9
1
1.1
1.2
-28 -24 -20 -16 -12 -8 -4 0 4 8 12
Focusing mechanism position
MTF
ratio
Defocus model
Measurement
Vertex
HRG1 refocusing (field center - columns)
-10.0
0.7
0.8
0.9
1
1.1
1.2
-28 -24 -20 -16 -12 -8 -4 0 4 8 12
Focusing mechanism position
MTF
ratio
Defocus Model
Mesurement
Vertex
9. 9
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
Relative MTF measurement method
– Both cameras image the same landscape (with and without shift)
• Landscapes with a large frequency content (e.g. big cities)
– Three kind of imaging
1 HRG1
HRG2
2 HRG1
HRG2
3 HRG1
HRG2
1 Frequency content comparison between homologous areas
• Field centers, field edges
1+ 2 (3) Frequency content comparison in the field of one instrument
• e.g. 1+2 HRG1 left edge versus HRG1 center
L C R
11. 11
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
MTF measurement methods: Visual assessment
SPOT1, SPOT2, SPOT3 HRV cameras
– Only panchromatic band
Aerial imagery of urban sites
– 20 sites chosen in the south of France
Simulation of the corresponding satellite imagery
– For each site, images with decreasing MTF are simulated
– The whole set of images is called MTF catalog
In-flight, visual comparison of actual and simulated images
– MTF of the catalog image nearest to the actual image gives a rough
assessment of the in-flight MTF
12. 12
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
MTF measurement methods: Point source
SPOT3 HRV, SPOT4 HRVIR, SPOT5 HRG
– Pa and XS bands
Image of a spotlight aimed at the satellite
– In SPOT5 THR mode, the PSF is sufficiently sampled
• MTF is obtained by Fourier transform of the PSF
In other modes, two ways to overcome PSF undersampling
– To use a MTF model
– To combine several images to rebuild sufficiently sampled image
• or to use several spotlights
13. 13
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
MTF measurement methods: Point source
Unique point source method
– Integrating point image (row-wise or columnwise)
• 1D problem
– Reference LSF = FT(parametric 1D MTF model)
• Two parameters: MTF and phase (versus sampling grid)
– Matching LSF samples with reference
Value of the MTF parameter
• Corresponding MTF = 1D in-flight MTF
Value of the phase parameter
Stability of MTF
– Possibility to mix the various sets of LSF samples
• If different phase parameters
17. 17
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
MTF measurement methods: step edge
Step edge method
– Image of a target (artificial or natural) with a sharp transition between dark
and bright area
– With a slight edge inclination, we can interleave successive rows (or columns)
to rebuild a sufficiently sampled response to Heaviside function
• Again, this is not necessary with THR mode
– Modulus of ratio of FT (edge response) to FT (edge) = in-flight MTF
Two kinds of edge
– Natural edge: agricultural fields
• Difficulty to find a good one and to validate it
– Artificial edge
• A checkerboard target has been laid out (Salon-de-Provence in south of France)
• 60 x 60 m
21. 21
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
MTF measurement methods: Bi-resolution
Principle
– Same landscape acquired with two spatial resolutions (same spectral band)
• High resolution image = reference
• Low resolution image = sensor under assessment
– In-flight MTF = Modulus of ratio of FT (LR image) to FT (HR image)
Two situations
– Satellite image versus aerial image
• Attempt with SPOT4 HRVIR
– Both sensors on the same satellite
• Attempt with SPOT4: VGT1 versus HRVIR
24. 24
D.
LEGER
International
Workshop
on
Radiometric
and
Geometric
Calibration
December
2-5,
2003
MTF measurement : Comments on best methods
Artificial step edge
– Well suited to high-resolution satellites (GSD < 5 m Salon-de-Provence target)
Target building and maintenance expensive
Only two measurement directions
Spotlight
– Suitable to GSD up to 30m
– No orientation constraint
Needs a team on ground
Bi-resolution
– Attractive with different GSD cameras aboard the same satellite
Radial target
– Interest of visual assessment in addition to MTF measurements
– No orientation constraint
Target building and maintenance expensive