Leaky Internal-Barrier Normal-Flow Boundaries in the ADCIRC Coastal Hydrodynamics Code - chetn-iv320001
METHODOLOGY FOR LEAKY INTERNAL-BARRIER BOUNDARIES - chetn-iv320002
Configuration 2: Water Level on Both Sides of the Internal Barrier Equal - chetn-iv320003
Figure 3. Water elevation on the front side of the internal barrier greater than water elevation on the back side
Figure 4. Water elevation on the front side of the internal barrier greater than water elevation on the back side
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-iv320008
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER - chetn-iv320009
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER (Cont.) - chetn-iv320010
Idealized Example 20c - chetn-iv320011
Figure 7. Domain definition and finite element grid for Example 20c - chetn-iv320012
Figure 8. Definition of bathymetry in feet with respect to the geoid for Example 20c - chetn-iv320013
Figure 9. Example 20c elevation and velocity solution at 0.06 days - chetn-iv320014
Figure 11. Example 20c elevation and velocity solution at 0.70 days - chetn-iv320015
Example Applied to Grays Harbor, Washington - chetn-iv320016
Figure 14. Detail in the area of the inlet channel - chetn-iv320017
Figure 16. Detail in the area of the inlet channel - chetn-iv320018
Figure 17. Grays Harbor elevation and velocity solution at time = 1.64 days - chetn-iv320019
Figure 19. Grays Harbor elevation and velocity solution at time = 1.70 days - chetn-iv320020
Figure 21. Grays Harbor elevation and velocity solution at time = 1.85 days - chetn-iv320021
Figure 23. Grays Harbor elevation and velocity solution at time = 1.88 days - chetn-iv320022
Figure 25. Grays Harbor elevation and velocity solution at time = 2.05 days - chetn-iv320023
ADDITIONAL INFORMATION - chetn-iv320024
REFERENCES - chetn-iv320025
REFERENCES (Cont.) - chetn-iv320026
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METHODOLOGY FOR LEAKY INTERNAL-BARRIER BOUNDARIES - chetn-iv320002
Configuration 2: Water Level on Both Sides of the Internal Barrier Equal - chetn-iv320003
Figure 3. Water elevation on the front side of the internal barrier greater than water elevation on the back side
Figure 4. Water elevation on the front side of the internal barrier greater than water elevation on the back side
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-iv320008
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER - chetn-iv320009
MODIFIED INPUT REQUIREMENTS FOR ADCIRC VERSION 40.02 AND HIGHER (Cont.) - chetn-iv320010
Idealized Example 20c - chetn-iv320011
Figure 7. Domain definition and finite element grid for Example 20c - chetn-iv320012
Figure 8. Definition of bathymetry in feet with respect to the geoid for Example 20c - chetn-iv320013
Figure 9. Example 20c elevation and velocity solution at 0.06 days - chetn-iv320014
Figure 11. Example 20c elevation and velocity solution at 0.70 days - chetn-iv320015
Example Applied to Grays Harbor, Washington - chetn-iv320016
Figure 14. Detail in the area of the inlet channel - chetn-iv320017
Figure 16. Detail in the area of the inlet channel - chetn-iv320018
Figure 17. Grays Harbor elevation and velocity solution at time = 1.64 days - chetn-iv320019
Figure 19. Grays Harbor elevation and velocity solution at time = 1.70 days - chetn-iv320020
Figure 21. Grays Harbor elevation and velocity solution at time = 1.85 days - chetn-iv320021
Figure 23. Grays Harbor elevation and velocity solution at time = 1.88 days - chetn-iv320022
Figure 25. Grays Harbor elevation and velocity solution at time = 2.05 days - chetn-iv320023
ADDITIONAL INFORMATION - chetn-iv320024
REFERENCES - chetn-iv320025
REFERENCES (Cont.) - chetn-iv320026
chetn-iv32
