Surveys and data Instruments
Support to other department sections Support Dr. Scient. thesis Contribution to "Scientific infrastructure"
Obsolete, kept for reference
Last update: April 30, 2025, at 08:49 AM |
UKOOA P1-90 NAVDATA, SHOT POINT MAPS, LOG SHEETSShotpoint map directory listing, log sheetsThe shot point maps are made by GEO software on a Linux workstation. Contact B.O.R. or O.M. if you need to regenerate the map on e.g. a different scale.
Raw nav data, UKOOA P1/90, shotpoint maps
UKOOK P1/90 script sessionMake UKOOOA files, copy to old mapping server, download PDF+PNG files from browser on same machine. Notice invocation, and warnings: ![]()
GRAVITY METERLand gravimeter calibration tableConverting the counter reading to milliGalsExcerpt from p.1-9 of G-936 Instruction Manual: If the counter reading is 2654.32, look at the calibration table for your meter. Remember that each meter has its own unique table. Portion of calibration table _____________________________________________________________________________ / \ / Counter reading Interval factor Cumulative value \ 2500 .............. 1.00794 ............. 2519.42 +----> 2600 .............. 1.00799 ............. 2620.21 <---+ | 2700 .............. 1.00805 ............. 2721.01 | | 2800 .............. 1.00811 ............. 2821.82 | | | | Divide the reading into two parts: | | | +----> 2600.00 2620.21 <------------------+ + 54.32 +54.75 <----+ ------- ------- | 2654.32 2674.96 | | Interval factor x reading within interval | | 1.00799 x 54.32 = 54.75 <-------+ Base reading Longyearbyen 12 August 2014Mosby location: Bykaia A) MARINE GRAVITY METER STILL READING:
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DoY Time_UTC Digital_gravity Spring_tension Cross_coupling Raw Total_correction
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224:18:21:00 14641.9 14641.9 0.0 20 0.1
B) MEASUREMENTS ON QUAY BESIDE SHIP ( 1st time)
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i. Distance from jetty to water surface: 3.9 meter
ii. Land gravimeter:
18:37 UTC: 6421.890
6421.890
6421.890
C) MEASUREMENTS ON LONGYEARBYEN "REFERENCE POINT", HARBOR OFFICE
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Land gravimeter:
18:53 UTC: 6422.273
6422.273
6422.273
D) MEASUREMENTS ON QUAY BESIDE SHIP (2nd time)
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i. Land gravimeter:
19:04 UTC: 6421.940
6421.940
6421.940
The difference between reading B and D is (6421.940 - 6421.890) = 0.05 counts (approx 50 uGals). Check land gravity meter later on stable surfaces to see if this is a instrument related issue.
E) MARINE GRAVITY METER STILL READING:
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DoY Time_UTC Digital_gravity Spring_tension Cross_coupling Raw Total_correction
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224:19:18:50 14642.0 14641.9 0.0 6 0.5
Base reading Longyearbyen 24 August 2014Mosby location: Kullkaia A) MARINE GRAVITY METER STILL READING: .................................. DoY Time_UTC Digital_gravity Spring_tension Cross_coupling Raw Total_correction ------------------------------------------------------------------------------------------------ 236:07:14:30 14641.0 14641.1 0.0 -9 0.2 B) MEASUREMENTS ON QUAY BESIDE SHIP ( 1st time) ............................................. i. Distance from jetty to water surface: 3.3 meter ii. Land gravimeter: 18:37 UTC: 6422.770 6422.770 6422.770 C) MEASUREMENTS ON LONGYEARBYEN "REFERENCE POINT", HARBOR OFFICE .............................................................. Land gravimeter: 08:11 UTC: 6422.305 6422.300 6422.300 D) MEASUREMENTS ON QUAY BESIDE SHIP (2nd time) ........................................... i. Land gravimeter: 08:31 UTC: 6422.780 6422.780 6422.780 E) MARINE GRAVITY METER STILL READING: .................................. DoY Time_UTC Digital_gravity Spring_tension Cross_coupling Raw Total_correction ------------------------------------------------------------------------------------------------ 236:08:47:40 14641.0 14641.1 0.0 6 -0.5
Secondary reference point at Harbor Office, LongyearbyenThe old reference points at Longyearbyen Airport have been rendered unusable due to building reconstruction work in 2007. So in 2008 we established our own "secondary" reference points, one near the Harbor Office at Bykaia, and the other near Bringkaia, by taking the approximate difference between that old point, and the new secondary points. Several difference readings have been performed in order to establish an accurate difference, see table below.
Difference between old and new (secondary) reference point
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