Leaky Internal-Barrier Normal-Flow Boundaries in the ADCIRC Coastal Hydrodynamics Code - chetn-iv-320001
METHODOLOGY FOR LEAKY INTERNAL-BARRIER BOUNDARIES - chetn-iv-320002
Configuration 2: Water Level on Both Sides of the Internal Barrier Equal - chetn-iv-320003
Figure 3. Water elevation on the front side of the internal barrier greater than water elevation on the back side; water elevation on the front side greater than the crown height of the cross-barrier pipe; and water elevation on the back side below crown height of the pipe
Figure 4. Water elevation on the front side of the internal barrier greater than water elevation on the back side; water elevation on the front side greater than the crown height of the cross-barrier pipe; and water elevation on the back side above crown height of the pipe
Figure 5. Water elevation on the back side of the internal barrier greater than water elevation on the front side
Figure 6. Water elevation on the back side of the internal barrier greater than water elevation on the front side
Implementation 1: Essential Leaky Internal-Barrier Normal-Flow Boundary with Free Tangential Slip Allowed - chetn-iv-320008
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER - chetn-iv-320009
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER (Cont.) - chetn-iv-320010
Idealized Example 20c - chetn-iv-320011
Figure 7. Domain definition and finite element grid for Example 20c - chetn-iv-320012
Figure 8. Definition of bathymetry in feet with respect to the geoid for Example 20c - chetn-iv-320013
Figure 9. Example 20c elevation and velocity solution at 0.06 days - chetn-iv-320014
Figure 11. Example 20c elevation and velocity solution at 0.70 days - chetn-iv-320015
Example Applied to Grays Harbor, Washington - chetn-iv-320016
Figure 14. Detail in the area of the inlet channel - chetn-iv-320017
Figure 16. Detail in the area of the inlet channel - chetn-iv-320018
Figure 17. Grays Harbor elevation and velocity solution at time = 1.64 days - chetn-iv-320019
Figure 19. Grays Harbor elevation and velocity solution at time = 1.70 days - chetn-iv-320020
Figure 21. Grays Harbor elevation and velocity solution at time = 1.85 days - chetn-iv-320021
Figure 23. Grays Harbor elevation and velocity solution at time = 1.88 days - chetn-iv-320022
Figure 25. Grays Harbor elevation and velocity solution at time = 2.05 days - chetn-iv-320023
ADDITIONAL INFORMATION - chetn-iv-320024
REFERENCES - chetn-iv-320025
REFERENCES (Cont.) - chetn-iv-320026
chetn-iv-32
METHODOLOGY FOR LEAKY INTERNAL-BARRIER BOUNDARIES - chetn-iv-320002
Configuration 2: Water Level on Both Sides of the Internal Barrier Equal - chetn-iv-320003
Figure 3. Water elevation on the front side of the internal barrier greater than water elevation on the back side; water elevation on the front side greater than the crown height of the cross-barrier pipe; and water elevation on the back side below crown height of the pipe
Figure 4. Water elevation on the front side of the internal barrier greater than water elevation on the back side; water elevation on the front side greater than the crown height of the cross-barrier pipe; and water elevation on the back side above crown height of the pipe
Figure 5. Water elevation on the back side of the internal barrier greater than water elevation on the front side
Figure 6. Water elevation on the back side of the internal barrier greater than water elevation on the front side
Implementation 1: Essential Leaky Internal-Barrier Normal-Flow Boundary with Free Tangential Slip Allowed - chetn-iv-320008
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER - chetn-iv-320009
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER (Cont.) - chetn-iv-320010
Idealized Example 20c - chetn-iv-320011
Figure 7. Domain definition and finite element grid for Example 20c - chetn-iv-320012
Figure 8. Definition of bathymetry in feet with respect to the geoid for Example 20c - chetn-iv-320013
Figure 9. Example 20c elevation and velocity solution at 0.06 days - chetn-iv-320014
Figure 11. Example 20c elevation and velocity solution at 0.70 days - chetn-iv-320015
Example Applied to Grays Harbor, Washington - chetn-iv-320016
Figure 14. Detail in the area of the inlet channel - chetn-iv-320017
Figure 16. Detail in the area of the inlet channel - chetn-iv-320018
Figure 17. Grays Harbor elevation and velocity solution at time = 1.64 days - chetn-iv-320019
Figure 19. Grays Harbor elevation and velocity solution at time = 1.70 days - chetn-iv-320020
Figure 21. Grays Harbor elevation and velocity solution at time = 1.85 days - chetn-iv-320021
Figure 23. Grays Harbor elevation and velocity solution at time = 1.88 days - chetn-iv-320022
Figure 25. Grays Harbor elevation and velocity solution at time = 2.05 days - chetn-iv-320023
ADDITIONAL INFORMATION - chetn-iv-320024
REFERENCES - chetn-iv-320025
REFERENCES (Cont.) - chetn-iv-320026
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