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Gravity surveys

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Gravity surveys Annie, Sue, Betsy ... T.R., 1991, Standardization in gravity reduction: Geophysics, v. 57, p. 1170-1178.s Nettleton, L.L., 1942, ... – PowerPoint PPT presentation

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Title: Gravity surveys


1
Gravity surveys
  • Annie, Sue, Betsy

2
Regional location
Bango Road canal bank
Reno Highway
Carson Highway
V-line canal bank
3
Theodolite
  • Measures horizontal vertical angle relative to
    known point (north)
  • Measures horizontal vertical offset between
    survey point and instrument location
  • Linked to Earth using one GPS point
  • Data used to obtain latitude, longitude, elevation

Photo by Dr. Louie
4
Gravimeter
  • Lacoste-Romberg G-509 gravimeter
  • Must be level to get accurate reading
  • UNR base station measured in AM PM
  • Field base station measured every 3 hrs
  • 0.05 mGal instrument accuracy

Photo by Dr. Louie
5
Terrain correction
  • Zone B 4 sectors
  • radius 6.56 54.6 ft
  • Zone C 6 sectors
  • radius 54.6 175 ft
  • Elevation difference estimated for each sector
  • Positive number added to SBA

Photo by Dr. Louie
8 ft 0.0267 mGal
From Telford et al., 1990
6
Density determination
Must determine appropriate earth density
  • Nettleton (1942) method
  • Gravity survey over hill
  • Determine gravity anomalies for different
    densities
  • Plot these versus distance
  • Plot elevation vs. distance
  • Choose curve with minimum correlation with
    topography

Average crustal density 2.67 g/cc (LaFehr,
1991) However, we can be more accurate!
Example gravity profile, density 2.4 g/cc
7
Density determination, contd
2.5 g/cc is the most appropriate density to use
2.5 g/cc
8
Calculating Bouguer Anomalies
9
V-line gravity survey
March 17, 2009
  • 32 stations
  • 4 m spacing
  • Along canal bank
  • Down hill at ends

V-line canal
stations surveyed using theodolite
Photo by Dr. Louie
10
Preliminary plot
Note correlation with elevation
11
V-line canal bank
  • Small anomalies due to user error
  • Gradation from high to low along canal bank
  • Gravity high in valley

Plot generated by Laura Huebner using Geosoft
12
Discussion of V-line results
  • Localized anomalies
  • we had many people use the gravimeter
  • SW --gt NE
  • Decreased compaction
  • Dryer sediments
  • Higher gravity in valley due to compacted,
    natural sediment

13
V-line conclusions
  • Despite local anomalies, high confidence in
    general decreasing SBA trend
  • Trees near higher SBA values
  • Increased water raises SBA
  • Increased water accounts for vegetation
  • Compromised canal bank?
  • Overall, low confidence in results
  • small range in SBA (0.368 mGal)
  • enormous error
  • Terrain corrections (0.1 mGal)
  • Multiple user error (0.03 mGal)
  • Instrument error (0.05 mGal)

14
Bango Road gravity survey
March 18, 2009
stations surveyed using theodolite
terrain corrections for zones A, B, C
  • 13 stations
  • 15 m spacing
  • Along canal bank

Note slight offset in angle due to theodolite
error
15
Preliminary plot
Note correlation with elevation
16
Bango Road canal bank
  • Gravity low in sediment fill at lower elevations
  • Gravity high at top of hill

Plot generated by Laura Huebner using Geosoft
17
Discussion of Bango Road results
  • SBA follows geology
  • Gravel comprises lower elevations
  • Competent basalt comprises higher elevations

18
Bango Road conclusions
  • Relatively lower error, though still high
  • Instrument error (0.05 mGal)
  • Multiple user error (0.02 mGal)
  • Terrain correction error (0.2 mGal)
  • SBA range of 0.824 mGal
  • High confidence in relative profile
  • Gravity high over basalt
  • Gravity low over sediments
  • No apparent seepage through canal bank

19
References
  • LaFehr, T.R., 1991, Standardization in gravity
    reduction Geophysics, v. 57, p. 1170-1178.s
  • Nettleton, L.L., 1942, Determination of density
    for reduction of gravimeter observations
    Geophysics, v. 4, p. 176-183.
  • Telford, W.M., Geldart, L.P, Sheriff, R.E, 1990,
    Applied Geophysics, Second Edition, Cambridge
    University Press Cambridge.
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