Adopting National Standards for Tidal and Geodetic Datums

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Presentation transcript:

Adopting National Standards for Tidal and Geodetic Datums U. S. Geological Survey – U.S. Army Corps of Engineers– Bureau of Reclamation - National Ocean Service Joint Headquarters Meeting Adopting National Standards for Tidal and Geodetic Datums Jim Garster US Army Corps of Engineers Army Geospatial Center

Overview Interagency Performance Evaluation Task Force (IPET) to Comprehensive Evaluation of Project Datums (CEPD) CEPD Compliance Tracking Tool (CCTT) Current Status Guidance developed Used to Evaluate Projects Continued Challenges U-SMART

Background (Comprehensive Evaluation of Project Datums –CEPD) Implements lessons learned from Hurricane Katrina IPET Report … reference CG memo dated 4 Dec 06 (1) Inventory & Evaluate Project Vertical Datums Adequacy of elevation connections with (NOAA) federal geodetic & water level reference systems (Identify Deficiencies) If both geodetic and hydraulic/tidal reference datums are compliant with CEPD standards (EC 1110-2-6070) Attach verification documents to Project Report If not compliant, develop plan to update project to correct datum Critical items for HQ (and District) per project Reference datums compliant or non-compliant Cost to bring into compliance Estimated date of completion--programmed Cost avoidance (navigation projects) Notify local sponsor of any deficiencies

Background Cont. (2) Transition to current vertical datum Re-Survey/Adjustments to update project datum Corrective Action Database (CEPD Compliance Tracking Tool) Reported quarterly to HQ (3) Make Necessary changes to Project Notify PM/Engineer of changes to control Raise levee, decrease dredging, etc…

Projects Compliant with Current Standards Total number of Projects: 2610

Relate all to a Single Nationwide Reference System (i.e. NSRS) Guidance Development Draft Developed EC 1110-2-6065/70 (Jul 07) to provide interim guidance on evaluating project datums. Draft EM 1110-2-6056 on Standards and procedures for referencing project elevation grades to nationwide vertical datums Relate all to a Single Nationwide Reference System (i.e. NSRS) Developed ER 1110-2-8160 on Policy for referencing project elevation grades to nationwide vertical datums

Working Partnership USACE working closely with NOAA (NGS, Office of Coast Survey, and CO-OPS) Assistance in Developing Guidance Training and Workshops Certification Program Tools for Connection to NSRS (OPUS-DB, VDATUM) Updating Projects Need to work closer with USGS Stream gages

USACE Guidance/Standards Projects tied to NSRS Min of one Primary Project Control Point Nominal Accuracy: 0.25’ (Vertical) Min of three control points per project Document hydraulic/tidal and geodetic vertical datum relationship Local or legacy datums referenced Coastal Projects: Tied to NOAA Gage (NWLON) Navigation Projects tied to Current MLLW epoch (83-01) Project control in high subsidence areas needs to be monitored ER 1110-2-8160 POLICIES FOR REFERENCING PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS It is the policy of the Corps of Engineers that the designed, constructed, and maintained elevation grades of projects shall be reliably and accurately referenced to a consistent nationwide framework, or vertical datum—i.e., the National Spatial Reference System (NSRS) and the National Water Level Observation Network (NWLON) maintained by the US Department of Commerce (NOAA).

This tie is easily accomplished with GPS and OPUS-DB The NSRS provides that common reference Flood Insurance Rate Maps Adjacent Projects HEC Models This tie is easily accomplished with GPS and OPUS-DB THE HISTORIC OR LEGACY REFERENCE NETWORK WILL NOT CHANGE OR BE ELIMINATED. THIS PROCESS JUST RELATES YOUR NETWORK TO THE NATIONAL SPATIAL REFERENCE SYSTEM LiDAR Datasets NSRS Control Why then are we so worried abut where the dam’s height is referenced? How does the structure and the level of the reservoir relate to the floodplain downstream, FEMA’s flood maps, HEC models, homes, etc Click Your dam has its local control with a very high relative accuracy between the points This control is what should be tied to the NSRS. This will provide the common reference to other projects etc… Your project can then be referenced to the NSRS where its relationship to other projects, home, floodplain models, etc can be developed. FEMA flood maps, other civil works projects, hydrologic models, etc… are currently tied to the NSRS – This provides a common reference used to determine relationships Project Primary Control Project Local Control Legacy Control Wil Not Change

Connection to the NSRS DFIRMS HEC Models Other Projects ADCIRC Models Why then are we so worried abut where the dam’s height is referenced? How does the structure and the level of the reservoir relate to the floodplain downstream, FEMA’s flood maps, HEC models, etc Click FEMA flood maps are currently tied to the NSRS – This provides a common reference for other spatial data Your dam has its local control with a very high relative accuracy between the points This is what should be tied to the NSRS. This will provide the common reference to other projects etc… Your project can then be referenced to the NSRS where its relationship to other projects, home, floodplain models, etc can be developed.

Mean Lower Low Water 1983-2001 Mean Lower Low Water 1960-1978 Channel Template The midpoint of the 1960-1978 was 39 years ago @ 2.02mm/yr MLLW has risen 0.26’ since The midpoint of the 1983-2001 was 16 years ago @ 2.02mm/yr MLLW has risen 0.10’ since When sea level rises, so does MLLW and with that, all channel templates

Continued Challenges Timeline for completion Implementing standards Project dependent Implementing standards Establishing Geodetic and Water Level references Education Workshops on Datums

U-SMART USACE Survey Monument Archival and Retrieval Tool General Capabilities Web Map Interface Linked to the CorpsMap System Link control to project Keeps Track Of Your Project Control Common source for all control Archives superseded values Submit data via PDF form or on-line web interface Hyperlink To NGS Datasheet And OPUS-DB Checks Against NGS Published Coordinates Versioning For Superseded Control

Additional Information Available at: Questions? Additional Information Available at: http://www.agc.army.mil/ndsp/ james.k.garster@usace.army.mil