Introduction - 2_Guam0012
Figure 1. Location map of study area - 2_Guam0013
Figure 2. Location map, Apra Harbor, Guam
Figure 4. Example of existing and plan profiles, Sta 16+00
Introduction (cont.) - 2_Guam0016
Storm Selection
Strong and weak typhoon pairs
Statistical representativeness
Table 1.Typhoons Selected for Modeling, Apra Harbor, Guam
Modeling Approach
Wind and Atmospheric Pressure Field Model
Storm Surge Model
Storm Surge Model (cont.) - 2_Guam0024
Storm Surge Model (cont.) - 2_Guam0025
Figure 5. Complete computational grid for Guam study
Figure 6. Computational grid showing detail for Guam
Wave and Wave Transformation Models
Table 4. WISWAVE Grid Parameters
Table 5. Deepwater Wave Stations
Wave Runup and Overtopping
Wave Runup and Overtopping (cont.)
Reduction factor for influence of a berm
Figure 8. Definition sketch, equivalent slope for berm profile
Reduction factor for influence of shallow foreshore
Harbor Side Analysis
Local wave generation inside Apra Harbor
Combined impact at dock
Description of technique
Description of technique (cont.)
Empirical simulation
Empirical simulation (cont.)
Implementation of Storm Surge Model
Figure 10. Tide gauge data, Apra Harbor, January 1997
Figure 11. Probability distribution of tide gauge data, Apra Harbor, Jan-Dec 91
Figure 12. Measured and modeled water level at the Apra Harbor gauge for 1-8 Jan 97
Development of Overtopping and Stage-Frequency Relationships
Figure 14. Storm surge station locations for Cabras Island
Water Level Over Reef
Wave Setup, Runup, and Overtopping
Implementation of Overtopping Method
Table 8.Maximum Calculated Overtopping Rates for Calibration Storms
Overtopping-Frequency Relationships
Figure 15. Station overtopping rates, 100-year return period
Figure 16. Total overtopping rate along project length
Summary and Conclusions - 2_Guam0056
Summary and Conclusions (cont.) - 2_Guam0057
References - 2_Guam0058
References (Cont.) - 2_Guam0059
References (Cont.) - 2_Guam0060
Appendix A. Typhoon Tracks
Figure A1. Storm track for Agnes (2348)
Figure A2. Storm track for Doris (0150)
Figure A3. Storm track for Nina (0853)
Figure A4. Storm track for Alice (1953)
Figure A5. Storm track for Hester (1557)
Figure A6. Storm track for Lola (2057)
Figure A7. Storm track for Nancy (1861)
Figure A8. Storm track for Karen (2762)
Figure A9. Storm track for Olive (0163)
Figure A10. Storm track for Susan (2563)
Figure A11. Storm track for Bess (2965)
Figure A12. Storm track for Gilda (3367)
Figure A13. Storm track for Irma (2168)
Figure A14. Storm track for Amy (0571)
Figure A15. Storm track for Pamela (0676)
Figure A16. Storm track for Kim (1977)
Figure A17. Storm track for Tip (2379)
Figure A18. Storm track for Lynn (2187)
Figure A19. Storm track for Roy (0188)
Figure A20. Storm track for Andy (0289)
Figure A21. Storm track for Koryn (0190)
Figure A22. Storm track for Russ (3190)
Figure A23. Storm track for Seth (2691)
Figure A24. Storm track for Omar (1592)
Figure A25. Storm track for Gay (3192)
Figure A26. Storm track for Wilda (3594)
Figure A27. Storm track for Paka (0597)
Figure A28. Storm track for Keith (2997)
Figure A29. Storm track for hypothetical storm 5163
Figure A30. Storm track for hypothetical storm 6163
Appendix B. Station Locations
Appendix C. Overtopping-Frequency Relationship Tables
Table C1. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 0+00, Existing Profile
Table C5. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 8+00, Existing Profile
Table C9.Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 16+00, Existing Profile
Table C13.Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 24+00, Existing Profile
Table C17. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 2+00, Plan Profile
Table C21. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 10+00, Plan Profile
Tble C25. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 18+00, Plan Profile
Table C29.Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 26+00, Plan Profile
Appendix D. Tables of Maximum Overtopping Rates and Other Information by Storm
Table D1. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 0+00
Table D2. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 2+00
Table D3. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 4+00
Table D4. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 6+00
Table D5. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 8+00
Table D6. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 10+00
Table D7. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 12+00
Table D8. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 14+00
Table D9. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 16+00
Table D10. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 18+00
Table D11. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 20+00
Table D12. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 22+00
Table D13. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 24+00
Table D14. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 26+00
Table D15. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 28+00
Appendix E. Stage-Frequency Relationship Tables for Harbor Side
Table E1. Return Period, Maximum Water Level, and Water Level Standard Deviation for Storm Surge Sta 6
Table E5. . Return Period, Maximum Water Level, and Water Level Standard Deviation for Storm Surge Sta 10
Appendix F. Tables of Wave Parameters and Water Levels by Storm at Harbor Side Storm Surge Stations
Table F1. Wave Parameters and Water Levels by Storm, Storm Surge Sta 6
Table F2. Wave Parameters and Water Levels by Storm, Storm Surge Sta 7
Table F3. Wave Parameters and Water Levels by Storm, Storm Surge Sta 8
Table F4. Wave Parameters and Water Levels by Storm, Storm Surge Sta 9
Table F5. Wave Parameters and Water Levels by Storm, Storm Surge Sta 10
Table F6. Wave Parameters and Water Levels by Storm, Storm Surge Sta 11
Table F7. Wave Parameters and Water Levels by Storm, Storm Surge Sta 12
REPORT DOCUMENTATION PAGE - 2_Guam0129
2_Guam
Figure 1. Location map of study area - 2_Guam0013
Figure 2. Location map, Apra Harbor, Guam
Figure 4. Example of existing and plan profiles, Sta 16+00
Introduction (cont.) - 2_Guam0016
Storm Selection
Strong and weak typhoon pairs
Statistical representativeness
Table 1.Typhoons Selected for Modeling, Apra Harbor, Guam
Modeling Approach
Wind and Atmospheric Pressure Field Model
Storm Surge Model
Storm Surge Model (cont.) - 2_Guam0024
Storm Surge Model (cont.) - 2_Guam0025
Figure 5. Complete computational grid for Guam study
Figure 6. Computational grid showing detail for Guam
Wave and Wave Transformation Models
Table 4. WISWAVE Grid Parameters
Table 5. Deepwater Wave Stations
Wave Runup and Overtopping
Wave Runup and Overtopping (cont.)
Reduction factor for influence of a berm
Figure 8. Definition sketch, equivalent slope for berm profile
Reduction factor for influence of shallow foreshore
Harbor Side Analysis
Local wave generation inside Apra Harbor
Combined impact at dock
Description of technique
Description of technique (cont.)
Empirical simulation
Empirical simulation (cont.)
Implementation of Storm Surge Model
Figure 10. Tide gauge data, Apra Harbor, January 1997
Figure 11. Probability distribution of tide gauge data, Apra Harbor, Jan-Dec 91
Figure 12. Measured and modeled water level at the Apra Harbor gauge for 1-8 Jan 97
Development of Overtopping and Stage-Frequency Relationships
Figure 14. Storm surge station locations for Cabras Island
Water Level Over Reef
Wave Setup, Runup, and Overtopping
Implementation of Overtopping Method
Table 8.Maximum Calculated Overtopping Rates for Calibration Storms
Overtopping-Frequency Relationships
Figure 15. Station overtopping rates, 100-year return period
Figure 16. Total overtopping rate along project length
Summary and Conclusions - 2_Guam0056
Summary and Conclusions (cont.) - 2_Guam0057
References - 2_Guam0058
References (Cont.) - 2_Guam0059
References (Cont.) - 2_Guam0060
Appendix A. Typhoon Tracks
Figure A1. Storm track for Agnes (2348)
Figure A2. Storm track for Doris (0150)
Figure A3. Storm track for Nina (0853)
Figure A4. Storm track for Alice (1953)
Figure A5. Storm track for Hester (1557)
Figure A6. Storm track for Lola (2057)
Figure A7. Storm track for Nancy (1861)
Figure A8. Storm track for Karen (2762)
Figure A9. Storm track for Olive (0163)
Figure A10. Storm track for Susan (2563)
Figure A11. Storm track for Bess (2965)
Figure A12. Storm track for Gilda (3367)
Figure A13. Storm track for Irma (2168)
Figure A14. Storm track for Amy (0571)
Figure A15. Storm track for Pamela (0676)
Figure A16. Storm track for Kim (1977)
Figure A17. Storm track for Tip (2379)
Figure A18. Storm track for Lynn (2187)
Figure A19. Storm track for Roy (0188)
Figure A20. Storm track for Andy (0289)
Figure A21. Storm track for Koryn (0190)
Figure A22. Storm track for Russ (3190)
Figure A23. Storm track for Seth (2691)
Figure A24. Storm track for Omar (1592)
Figure A25. Storm track for Gay (3192)
Figure A26. Storm track for Wilda (3594)
Figure A27. Storm track for Paka (0597)
Figure A28. Storm track for Keith (2997)
Figure A29. Storm track for hypothetical storm 5163
Figure A30. Storm track for hypothetical storm 6163
Appendix B. Station Locations
Appendix C. Overtopping-Frequency Relationship Tables
Table C1. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 0+00, Existing Profile
Table C5. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 8+00, Existing Profile
Table C9.Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 16+00, Existing Profile
Table C13.Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 24+00, Existing Profile
Table C17. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 2+00, Plan Profile
Table C21. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 10+00, Plan Profile
Tble C25. Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 18+00, Plan Profile
Table C29.Return Period, Maximum Overtopping Rate, and Overtopping Rate Standard Deviation for Sta 26+00, Plan Profile
Appendix D. Tables of Maximum Overtopping Rates and Other Information by Storm
Table D1. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 0+00
Table D2. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 2+00
Table D3. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 4+00
Table D4. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 6+00
Table D5. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 8+00
Table D6. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 10+00
Table D7. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 12+00
Table D8. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 14+00
Table D9. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 16+00
Table D10. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 18+00
Table D11. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 20+00
Table D12. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 22+00
Table D13. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 24+00
Table D14. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 26+00
Table D15. Wave Parameters, Water Level Components, and Maximum Overtopping Rates by Storm, Sta 28+00
Appendix E. Stage-Frequency Relationship Tables for Harbor Side
Table E1. Return Period, Maximum Water Level, and Water Level Standard Deviation for Storm Surge Sta 6
Table E5. . Return Period, Maximum Water Level, and Water Level Standard Deviation for Storm Surge Sta 10
Appendix F. Tables of Wave Parameters and Water Levels by Storm at Harbor Side Storm Surge Stations
Table F1. Wave Parameters and Water Levels by Storm, Storm Surge Sta 6
Table F2. Wave Parameters and Water Levels by Storm, Storm Surge Sta 7
Table F3. Wave Parameters and Water Levels by Storm, Storm Surge Sta 8
Table F4. Wave Parameters and Water Levels by Storm, Storm Surge Sta 9
Table F5. Wave Parameters and Water Levels by Storm, Storm Surge Sta 10
Table F6. Wave Parameters and Water Levels by Storm, Storm Surge Sta 11
Table F7. Wave Parameters and Water Levels by Storm, Storm Surge Sta 12
REPORT DOCUMENTATION PAGE - 2_Guam0129
2_Guam
