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NOAA’s National Geodetic Survey USGG2009 & GEOID09: New geoid height models for surveying/GIS ACSM-MARLS-UCLS-WFPS Conference 2009 20 FEB 2009 Salt Lake.

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Presentation on theme: "NOAA’s National Geodetic Survey USGG2009 & GEOID09: New geoid height models for surveying/GIS ACSM-MARLS-UCLS-WFPS Conference 2009 20 FEB 2009 Salt Lake."— Presentation transcript:

1 NOAA’s National Geodetic Survey USGG2009 & GEOID09: New geoid height models for surveying/GIS ACSM-MARLS-UCLS-WFPS Conference 2009 20 FEB 2009 Salt Lake City, UT

2 NOAA’s National Geodetic Survey Work Shop Outline Gravimetric Geoid Development – 60 minute presentation – 30 minute break and Q&A period Hybrid Geoid Development – 60 minute presentation – 30 minute break and Q&A period Summary and Outlook – 30 minute presentation – 30 minute break and Q&A period 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20092

3 NOAA’s National Geodetic Survey Hybrid Geoid Development Background Hybrid Geoid Methodology NRA 2007 versus NAD 83 (NSRS2007) GPS on BM The Beta GEOID09 Model Final GEOID09 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20093

4 NOAA’s National Geodetic Survey Background Hybrid geoid height models (GEOIDxx) are most useful for direct conversion between NAD 83 and NAVD 88 They are developed from an underlying gravimetric geoid height model and GPSBM’s The GPSBM’s represent the current ellipsoidal and orthometric heights in the NGSIDB As the values in the NGSIDB are updated, so must the geoid height models 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20094

5 Hybrid Geoid Height Models (e.g., GEOID09), Gravimetric Geoid Height Models (e.g., USGG2009) and Conversion Surfaces using GPS on BM data Gravimetric Geoid systematic misfit to BM’s but best fits “true” heights Hybrid Geoid “converted” to fit local BM’s, so best fits NAVD 88 heights Conversion Surface model of systematic misfit derived from BM’s in IDB Earth’s Surface h h h h h H H H H H N N N N N Ellipsoid Hybrid Geoid Geoid Gravimetric Geoid -0.409 M in Salt Lake – 2003 model -0.737 M in Salt Lake – 2009 model

6 NOAA’s National Geodetic Survey NRA2007 Development Timeline NRA2007 was processed and the NAD 83 (NSRS2007) reference frame developed After NRA2007 started, any projects were adjusted into older HARN’s (group A) Then the NRA2007 values posted in NAD 83 (NSRS2007) with height errors (group B) Subsequent projects were adjusted into NAD 83 (NSRS2007) without errors (group C) 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20096

7 NOAA’s National Geodetic Survey NRA2007: National Readjustment 2007 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20097

8 NOAA’s National Geodetic Survey 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20098 Vertical Shift due the National Readjustment of 2007

9 NOAA’s National Geodetic Survey Consequences for Extracting GPSBM2009 A delay has been instituted in development of the final GEOID09 models (around April/May) This permits readjustment of projects adjusted to the HARN’s (i.e., group A) and adjustment of projects in the pipeline It also permits continued (spirited) debate on what data should or should not be included Current guidance is posted on website Essentially test new data against Beta-GEOID09, which was developed using groups B & C Models will be created wherever a local vertical datum has been established (NAVD 88, PRVD 02, GUVD 04, NMVD 03, and ASVD 04) 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 20099

10 NOAA’s National Geodetic Survey 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200910 (Beta) GPSBM 2009 for CONUS

11 GGPSBM2003: 14,185 total 579 Canada STDEV 4.8 cm (2 σ ) GGPSBM1999: 6,169 total 0 Canada STDEV 9.2 cm (2σ) GPSBM2007: 18,609 total 579 Canada STDEV 5.8 cm (2 σ )

12 NOAA’s National Geodetic Survey Comparison Between GPSBM2009, USGG2009, and GEOID09 STNo. Pts. σ h cmUSGG2009GEOID09STNo. Pts. σ h cmUSGG2009GEOID09 Ave.SDAve.SDAve.SDAve.SD 531.3-40.05.50.12.3NE1190.6-75.84.4-0.10.8 AZ1530.8-62.07.40.01.6NV641.0-82.88.00.11.4 AR581.2-49.23.20.00.8NH131.5-41.62.9-0.21.3 CA5572.7-83.212.20.02.3NJ1980.4-42.92.70.01.1 CO4591.1-69.28.10.02.8NM891.0-51.38.90.01.4 CT81.7-41.34.0-0.11.6NY1051.2-46.46.90.01.4 DE202.5-40.34.20.22.5NC12310.8-35.85.20.01.7 DC160.6-44.62.0-0.22.0ND410.7-97.73.40.20.8 FL14131.6-5.87.70.01.5OH1911.4-60.45.00.02.0 GA951.2-33.96.40.01.0OK711.4-51.85.40.01.0 ID871.4-101.77.90.01.5OR1630.9-108.78.50.01.4 IL2661.1-68.78.30.11.2PA800.7-49.84.10.01.1 IN1131.1-60.76.3-0.12.0RI150.9-42.91.70.01.4 IA731.0-77.44.90.00.8SC6631.0-38.16.20.01.1 KS941.0-65.95.30.01.2SD1721.1-84.75.90.10.9 KY971.6-50.24.1-0.11.7TN2481.1-49.93.70.01.9 LA3431.0-22.28.90.00.6TX1881.4-36.88.10.02.4 ME570.9-39.84.60.00.9UT370.8-79.89.10.12.1 MD1860.8-43.22.90.01.9VT2791.0-42.14.30.01.3 MA301.1-40.73.50.01.1VA1901.0-41.64.50.01.8 MI1992.0-64.57.20.11.7WA1831.3-116.48.20.01.9 MN29430.4-87.33.60.01.0WV411.2-51.34.80.11.9 MS1041.7-44.84.30.01.6WI5510.3-73.33.40.00.7 MO960.9-58.75.30.01.1WY892.2-84.19.30.02.6 MT1502.2-101.38.70.01.7all129611.2-58.56.30.01.5 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200912 Units in cm

13 NOAA’s National Geodetic Survey Conversion Surface for Beta-GEOID09 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200913

14 NOAA’s National Geodetic Survey GEOID09 (Beta) 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200914

15 NOAA’s National Geodetic Survey GEOID09-GEOID03 Differences 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200915

16 NOAA’s National Geodetic Survey Alaska 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200916

17 NOAA’s National Geodetic Survey American Samoa 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200917

18 NOAA’s National Geodetic Survey Guam and the CNMI 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200918

19 NOAA’s National Geodetic Survey Hawaii and Puerto Rico/USVI 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200919

20 NOAA’s National Geodetic Survey Final GEOID09 Models About April, the group A (adjusted to HARN’s) should be readjusted into NAD 83 (NSRS2007) Error estimates should be available for all data Inputs will have been received for addition and deletions to the Beta-GPSBM2009 set A separate file will be posted on the website showing the current, and eventually final, data Models for all regions should be done in May 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200920

21 NOAA’s National Geodetic Survey Special Note Regarding Puerto Rico and the U.S. Virgin Islands Originally, a new gravimetric geoid based vertical datum was planned for the USVI However, a decision was recently made to adopt a Virgin Islands Vertical Datum 2009 (VIVID09) VIVD09 will be based on the TBM’s Hence, no delay is expected in the production of final models for PR/VI Airborne data as a part of GRAV-D will be used to assess the quality of the datum after the fact 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200921

22 NOAA’s National Geodetic Survey Summary for GEOID09 Significant changes result from underlying gravimetric geoid (USGG2009) and GPSBM’s New regions have been added tied to their respective vertical datums Largely the same techniques have been used (MMLSC) This last includes multiple correlation lengths to preclude the loss of fidelity that happened from GEOID99 and GEOID03 in select western states Use of the ellipsoid height errors are instrumental in quantifying the model development In the future, they will be necessary for potential error propagation Models should be available for production in May 20 FEB 2009 Salt Lake City, UTACSM-MARLS-UCLS-WFPS Conference 200922

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