Elevation Surface Generation for HEC-RAS Modeling Jason Gibbons - - PowerPoint PPT Presentation

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Elevation Surface Generation for HEC-RAS Modeling Jason Gibbons - - PowerPoint PPT Presentation

Elevation Surface Generation for HEC-RAS Modeling Jason Gibbons Anderson Perry Natural Resource Tech/GIS Tech GEKELER SLOUGH Surface Water Management Plan (SWMP) Project Overview Located in Grande Ronde Valley, Union County, Oregon


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Elevation Surface Generation for HEC-RAS Modeling

Jason Gibbons Anderson Perry Natural Resource Tech/GIS Tech

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GEKELER SLOUGH

  • Surface Water Management Plan (SWMP)

Project Overview

– Located in Grande Ronde Valley, Union County, Oregon – SWMP – Gekeler Slough

  • City of La Grande
  • Union County

– Focus of SWMP

  • Evaluate possible improvements to address:

– Water quality issues – Water quantity issues

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PROJECT LOCATION

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PROJECT LOCATION

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PROJECT STATISTICS

  • Study Area:

– Approximately 18,000 Acres

  • Gekeler Slough and Associated Tributaries:

– ±11.8 miles – 68 Channel Structures (e.g., culverts, bridges)

  • Most efficient and cost-effective way to

perform analysis?

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ANALYSIS SOLUTION

  • USACE HEC-RAS Software and ArcGIS

Software

– LiDAR data to produce surface in ArcGIS – Import surface elevation data into HEC-RAS – Perform HEC-RAS analysis – Export results to ArcGIS

  • Perform analysis to produce visual reference

guides

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PROCESS

Source: USACE HEC-GeoRAS GIS Tools for Support of HEC-RAS using ArcGIS User’s Manual. Version 4.3.93. Feb., 2011

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SURFACE GENERATION

  • Mosaicked LiDAR

DEMs, procured from DOGAMI, to produce new surface in ArcGIS

– Entailed geoprocessing

  • perations for projection

transformations and vertical elevation conversion to correspond to NGVD 29 elevations

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DEM INPUTS

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TRANSFORMATIONS

  • DOGAMI LIDAR data for the study area were delivered in the following

geographic coordinate systems and units:

– Oregon Geographic Information Council High Accuracy Reference Network (HARN) Projection: Oregon Statewide Lambert Conformal Conic – Horizontal Datum: North American Datum 1983 (NAD 83) HARN – Vertical Datum: North American Vertical Datum of 1988 (NAVD 88) – Units: International Feet

  • One LiDAR dataset is the exception to this, which was delivered in the following

coordinate system and units:

– Projection: UTM Zone 11 – Horizontal Datum: NAD 83 HARN – Vertical Datum: NAVD 88 – Units: Meters

  • The Project Raster Tool was used to project the LiDAR DEMs into:

– Projection: Oregon State Plane North Lambert Conformal Conic – Horizontal Datum: NAD 83 – Vertical Datum: NAVD 88 – Units: International Feet

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SURFACE GENERATION: MODEL BUILDER

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FINAL SURFACE - DEM

File size: 1.09 GB

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FINAL SURFACE - TIN

File size: 393 MB

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CONCLUSION

  • Integration of HEC-RAS and ArcGIS software packages provided the following

benefits for this project:

– Efficient DEM production for large project area. – Ability to analyze data in one program and convert that data to a usable format in another. – Ability to convey specific information related to floodwater elevations and evaluating alternative improvements for the Gekeler Slough. – MAPS – Tools that enhanced communication and collaboration among project partners.