Attachment 5: GLCA 6914 Predesign Material-HydroanalysisModelingReport
Updated
A PDF document (5.6 MB) attached to GLCA Hite, from the National Park Service. Due Oct 30, 2026, 5:00 PM (UTC-6).
File name: B08_Attachment_05_GLCA_318878_6914_Predesign_Material-HydroanalysisModelingReport.pdf
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National Park Service
Hydroanalysis Modeling Report
Glen Canyon National Recreation Area Locations for Hite Launch Ramp
Draft
May 2025
Prepared by:
Jacobs Government Services Company
Greenwood Village, CO
Contract No. 140P2023D0006
Task Order No. 140P2024F0155
National Park Service
U.S. Department of the Interior
Hydroanalysis Modeling Report
List of Figures
Figure 4. Lake Power 24-month Water Level Projections (April 2025 to March 2027) . 3-4 Figure 5. Historical Water Surface Elevations – Colorado River at Hite and Glen Canyon National Recreation Area Locations for Hite Launch Ramp, Draft
May 2025
Page i
National Park Service
U.S. Department of the Interior
Hydroanalysis Modeling Report
Figure 7a. Lacustrine Sediment Thickness (feet) Accumulated between 1959 Figure 7b. Comparison of Cross Section Geometry (Looking Downstream) through Section A-A shown on Figure 7a between 1959 (Pre-dam) and 2024 in the Figure 8. Historical and Projected Water Surface Elevations – Colorado River at Hite Figure 9. Example Comparison of Colorado River Discharge (Gypsum) And Water Figure 10. Probable Future Conditions Surface Oblique View from Right (Northern) Figure 12. Comparison of Existing and Probable Future Conditions Model Surfaces .. 4-4 Figure 13. Four Example Cross Sections Comparing Existing and Probable Future Figure 18. Comparison of Existing and Probable Future Conditions Modeled Water Figure 22. Section View at Boat Ramp of Probable Future Conditions Velocity Figure 24. Section View at Boat Ramp of Probable Future Conditions Velocity at
Glen Canyon National Recreation Area Locations for Hite Launch Ramp, Draft
May 2025
Page ii
National Park Service
U.S. Department of the Interior
Hydroanalysis Modeling Report
Figure 25. Field-Measured Velocity during Free-flowing River Conditions (June 2, 2021) near Hite Bridge Showing Mid-channel Velocities Approaching 8 fps at a Figure 26. Field-measured Velocity During Free-flowing River Conditions (October 23, 2021) near Hite Bridge Showing Mid-channel Velocities Approaching 5 fps at an Figure 27. Schematic Cross Section of Boat Ramp Facing Downstream Showing Annotated Modeled High Flow (30,000 cfs) Water Surface Elevation Inundation on 16 Percent Ramp and Remaining Sediment Wedge (Black Hatched Area) in Figure 30. Historical and Projected Water Surface Elevations Relative to Minimum Fi
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Other documents in this bid
- HITE
- Attachment 1: GLCA 6914 DESIGN BUILD Request for Proposals
- Attachment 4: GLCA 6914 Predesign Material-Hydraulic Tech Memo
- Attachment 9: GLCA Hite-BasisOfDesign
- Attachment 10: GLCA IPM Plan
- Attachment 11: Proposal Submission Package HITE
- Attachment 12: Wage Determination HITE
- Sol
- GLCA Hite District Q A 0001
- Sol Amendment 0001
- Sol Amendment 0002