Conversion Factors, SI to Non-SI of Measurement
Introduction - 1_trchl-95-170013
Figure 1. Location of Noyo Harbor
Figure 2. Aerial view of Noyo Harbor
Previous Reported Model Tests
Purpose of Study
Two-Dimensional StabilityTests
Figure 3. Model armor units used in two-dimensional stability tests, prototype weights from left
Table 2. Prototype and Model Material Sizes - 1_trchl-95-170020
Figure 4. Wave tank used in two-dimensional tests
Figure 5. Wave height versus generator stroke, 13-sec random waves
Figure 7. Wave heights versus generator stroke, 20-sec random waves
Figure 8. Wave height versus generator stroke, 13-sec regular waves
Figure 10. Wave height versus generator stroke, 20-sec regular waves
Tests Procedures
Reporting model observations - 1_trchl-95-170027
Figure 11. Plan 1, two-dimensional stability tests
Figure 12. Plan 2, two-dimensional stability tests
Figure 14. Plan 4, two-dimensional stability tests
Figure 15. Plan 5, two-dimensional stability tests
Summary of Two-Dimensional StabilityTests
Three-Dimensional Stability Tests - 1_trchl-95-170033
Figure 16. Model armorunits used in three-dimensional stability tests, prototype weights from left
Table 6. Prototype and Model Material Sizes (Original Design)
Figure 17. Original Noyo breakwater plan
Figure 20. Profile 2'-2' of original breakwater plan
Test facilities and equipment
Figure 23. Wave height at north roundhead, 13-sec waves
Figure 25. Wave height at north roundhead, 20-sec waves
Table 7. Storm I Wave Conditions
Reporting Model Observations - 1_trchl-95-170042
Plan 1, Plan 2, Plan 3
Plan 4, Plan 5
Plan 6, Plan 7, Plan 8
Figure 26. Comparison of 13-sec wave heights at leeside toe to crown width
Figure 27. Comparison of 17-sec wave heights at leeside toe to crown width
Figure 28. Comparison of 20-sec waves at leeside toe to crown width
Figure 30. Profile 1-1 of modified breakwater plan
Figure 33. Profile 2-2 of modified breakwater plan
Plan 14, Plan 15
Figure 34. Toe buttress used in Plans 15, 16, and 17
Summary of Three-Dimensional Stability Tests
Table 8. Summary of 3-D Stability Tests
Two-Dimensional Transmission Tests - 1_trchl-95-170055
Figure 35. Two-dimensional stability wave transmission, 13-sec waves
Figure 36. Two-dimensional wave transmission, 17-sec waves
Model Construction - 1_trchl-95-170058
Method of Calculating Transmission
Figure 38. Cross section of Plans A, B, and C
Figure 39. Wave transmission for Plans 1 and A through I, 13-sec waves
Figure 41. Wave transmission for Plans 1 and A through I, 20-sec waves
Figure 43. Cross section of Plan D
Figure 44. Cross section of Plan E
Figure 46. Cross section of Plan G
Figure 48. Cross section of Plan I
Table 10. Transmission Model Material Sizes
Conclusions - 1_trchl-95-170068
Three-Dimensional Stability Tests - 1_trchl-95-170069
Two-Dimensional Transmission Tests - 1_trchl-95-170070
References - 1_trchl-95-170071
References (cont.) - 1_trchl-95-170072
Appendix A. Concrete Armor Unit Structural Investigation for the Offshore Noyo, California, Breakwater
Structural Design for Dolosse
Dolos Reliability Analysis
Figure A1. Relative magnitude of dolos stresses for various loads
Table A2. DOLOs Reliability Analysis
Finite Element Structural Analysis
Figure A2. Loading and boundary conditions for torsional loading comparison
Concrete Mix Design and Strength Enhancements
Figure A3. Loading and boundary conditions for various loading conditions
Figure A4. Finite element structural response comparison
Reinforcement
Conclusions - 1_trchl-95-170084
References - 1_trchl-95-170085
Appendix B. Two-Dimensional Stability Photographs
Photo B1. Plan 1, Side view, before testing
Photo B3. Plan 1, Leeside view, before testing
Photo B4. Plan 1, Seaside view, after testing
Photo B7. Plan 2, Side view, before testing
Photo B9. Plan 2, Leeside view, before testing
Photo B11. Plan 2, Seaside view, after testing
Photo B13. Plan 3, Side view, before testing
Photo B15. Plan 3, Leeside view, before testing
Photo B17. Plan 3, Leeside view, after testing
Photo B19. Plan 4, Seaside view, after testing
Photo B21. Plan 5, Side view, before testing
Photo B23. Plan 5, Leeside view, before testing
Appendix C.Three-Dimensional Stability Photographs
Photo C1. Plan 1, north roundhead after Storm I waves
Photo C3. Seaside view of Plan 1 after Storm I waves
Photo C5. Plan 2, north roundhead before testing
Photo C7. Seaside view of Plan 2 before testing
Photo C9. Plan 2, north roundhead after Storm I waves
Photo C11. Seaside view of Plan 2 after Storm I waves
Phot C3. Plan 3, north roundhead before testing
Photo C15. Seaside view of Plan 3 before testing
Photo C17. Plan 3, north roundhead after Storm I waves
Photo C19. Seaside view of Plan 3 after Storm I waves
Photo C21. Plan 4, north roundhead before testing
Phot C23. Seaside view ofPlan 4 before testing
Photo C25. Plan 4, north roundhead after Storm I waves
Photo C27. Seaside view of Plan 4 after Storm I waves
Phot C29. Plan 4, north roundhead after Storm IA Waves
Photo C31. Seaside view of Plan 4 after Storm IA waves
Photo C33. Plan 5, north roundhead beofre testing
Photo C35. Seaside view of Plan 5 before testing
Photo C37. Plan 5, north roundhead after Storm IA waves
Photo C39. Seaside view of Plan 5 after Storm IA waves
Photo C41. Plan 6, north roundhead before testing
Photo C43. Seaside view of Plan 6 before testing
Phot C45. Plan 6, north roundhead after Storm I waves
Photo C47. Seaside view of Plan 6 after Storm I waves
Photo C49. Plan 6, north roundhead after Storm IA waves
Photo C51. Seaside view of Plan 6 after Storm IA waves
Photo C53. Plan 7, north roundhead before testing
Photo C55. Seaside view of Plan 7 before testing
Photo C57. Plan 7, north roundhead after Storm I waves
Photo C59. Seaside view of Plan 7 after Storm I waves
Photo C61. Plan 7, north roundhead after Storm IA waves
Photo C63. Seaside view of Plan 7 after Storm IA waves
Photo C65. Plan 8, North roundhead after Storm IA waves
Photo C67. Seaside view of Plan 8 after Storm IA waves
Photo C69. Plan 9, north roundhead before testing
Photo C71. Seaside view of Plan 9 before testing
Photo C73. Plan 9, north roundhead after Storm I waves
Photo C75. Seaside view of Plan 9 after Storm I waves
Photo C77. Plan 10, north roundhead before testing
Photo C79. Seaside view of Plan 10 before testing
Photo C81. Plan 10, north roundhead afer Storm IA waves
Photo C83. Seaside view of Plan 10 after Storm IA waves
Photo C85. Plan 10, north roundhead after two series of Storm IA waves
Photo C87. Seaside viewof Plan 10 after series of Storm IA waves
Photo C89. Plan 11, north roundhead before testing
Photo C91. Seaside view of Plan 11 before testing
Photo C93. Plan 11, north roundhead after Storm IA waves
Photo C95. Seaside view of Plan 11 after Storm IA waves
Photo C97. Plan 11, north roundhead after two series of Storm IA waves
Photo C99. Seaside view of Plan 11 after two series of Storm IA waves
Photo C101. Plan 12, north roundhead before testing
Photo C103. Seaside view of Plan 12 before testing
Photo C105. Plan 12, north roundhead after Storm IA waves
Photo C107. Seaside view of Plan 12 after Storm IA waves
Photo C109. Plan 12, north roundhead after two series of Storm IA waves
Photo C111. Seaside view of Plan 12 after two series of Storm IA waves
Photo C113. Plan 13, north roundhead before testing
Photo C115. Seaside view of Plan 13 before testing
Photo C117. Plan 13, north roundhead after Storm IA waves
Photo C119. Seaside view of Plan 13 after Storm IA waves
Photo C121. Paln 13, north roundhead after two series of Strom IA waves
Photo C123. Seaside view of Plan 13 after two series of Storm IA waves
Photo C125. Plan 13, north roundhead after two series of Storm IA waves and three series of Storm IB waves
Photo C127. Seaside view of Plan 13 after two series of Storm IA waves and three series of Storm IB waves
Photo C129. Plan 14, north roundhead before testing
Photo C131. Seaside view ofPlan 14 before testing
Photo C133. Plan 14, north roundhead after five series of Storm IB waves
Photo C135. Seaside view of Plan 14 after five series of Storm IB waves
Photo C137. Plan 15, north roundhead after five series of Storm IB waves
Photo C139. Seaside view of Plan 15 after five series of Storm IB waves
Phot C141. Paln 16, north roundhead before testing
Photo C143. Seaside view of Plan 16 before testing
Photo C145. Plan 16, north roundhead after five series of modified Storm IB waves
Photo C147. Seaside view of Plan 16 after five series of modified Storm IB waves
Photo C149. Plan 17, north roundhead before testing
Photo C151. Seaside view of Plan 17 before testing
Photo C153. Plan 17, north roundhead after five series of modified Storm IB waves
Photo C155. Seaside view of Plan 17 after five series of modified Storm IB waves
Photo C157. Plan 17, north roundhead after five series of modofied Storm IB waves ay +0 m mllw
Photo C159. Seaside view of Plan 17 after five seires of modified Storm IB waves at +0 m mllw
Appendix D. Notation
Appendix D. Notation (cont.)
Report Documentation Page - 1_trchl-95-170182
1_trchl-95-17
Introduction - 1_trchl-95-170013
Figure 1. Location of Noyo Harbor
Figure 2. Aerial view of Noyo Harbor
Previous Reported Model Tests
Purpose of Study
Two-Dimensional StabilityTests
Figure 3. Model armor units used in two-dimensional stability tests, prototype weights from left
Table 2. Prototype and Model Material Sizes - 1_trchl-95-170020
Figure 4. Wave tank used in two-dimensional tests
Figure 5. Wave height versus generator stroke, 13-sec random waves
Figure 7. Wave heights versus generator stroke, 20-sec random waves
Figure 8. Wave height versus generator stroke, 13-sec regular waves
Figure 10. Wave height versus generator stroke, 20-sec regular waves
Tests Procedures
Reporting model observations - 1_trchl-95-170027
Figure 11. Plan 1, two-dimensional stability tests
Figure 12. Plan 2, two-dimensional stability tests
Figure 14. Plan 4, two-dimensional stability tests
Figure 15. Plan 5, two-dimensional stability tests
Summary of Two-Dimensional StabilityTests
Three-Dimensional Stability Tests - 1_trchl-95-170033
Figure 16. Model armorunits used in three-dimensional stability tests, prototype weights from left
Table 6. Prototype and Model Material Sizes (Original Design)
Figure 17. Original Noyo breakwater plan
Figure 20. Profile 2'-2' of original breakwater plan
Test facilities and equipment
Figure 23. Wave height at north roundhead, 13-sec waves
Figure 25. Wave height at north roundhead, 20-sec waves
Table 7. Storm I Wave Conditions
Reporting Model Observations - 1_trchl-95-170042
Plan 1, Plan 2, Plan 3
Plan 4, Plan 5
Plan 6, Plan 7, Plan 8
Figure 26. Comparison of 13-sec wave heights at leeside toe to crown width
Figure 27. Comparison of 17-sec wave heights at leeside toe to crown width
Figure 28. Comparison of 20-sec waves at leeside toe to crown width
Figure 30. Profile 1-1 of modified breakwater plan
Figure 33. Profile 2-2 of modified breakwater plan
Plan 14, Plan 15
Figure 34. Toe buttress used in Plans 15, 16, and 17
Summary of Three-Dimensional Stability Tests
Table 8. Summary of 3-D Stability Tests
Two-Dimensional Transmission Tests - 1_trchl-95-170055
Figure 35. Two-dimensional stability wave transmission, 13-sec waves
Figure 36. Two-dimensional wave transmission, 17-sec waves
Model Construction - 1_trchl-95-170058
Method of Calculating Transmission
Figure 38. Cross section of Plans A, B, and C
Figure 39. Wave transmission for Plans 1 and A through I, 13-sec waves
Figure 41. Wave transmission for Plans 1 and A through I, 20-sec waves
Figure 43. Cross section of Plan D
Figure 44. Cross section of Plan E
Figure 46. Cross section of Plan G
Figure 48. Cross section of Plan I
Table 10. Transmission Model Material Sizes
Conclusions - 1_trchl-95-170068
Three-Dimensional Stability Tests - 1_trchl-95-170069
Two-Dimensional Transmission Tests - 1_trchl-95-170070
References - 1_trchl-95-170071
References (cont.) - 1_trchl-95-170072
Appendix A. Concrete Armor Unit Structural Investigation for the Offshore Noyo, California, Breakwater
Structural Design for Dolosse
Dolos Reliability Analysis
Figure A1. Relative magnitude of dolos stresses for various loads
Table A2. DOLOs Reliability Analysis
Finite Element Structural Analysis
Figure A2. Loading and boundary conditions for torsional loading comparison
Concrete Mix Design and Strength Enhancements
Figure A3. Loading and boundary conditions for various loading conditions
Figure A4. Finite element structural response comparison
Reinforcement
Conclusions - 1_trchl-95-170084
References - 1_trchl-95-170085
Appendix B. Two-Dimensional Stability Photographs
Photo B1. Plan 1, Side view, before testing
Photo B3. Plan 1, Leeside view, before testing
Photo B4. Plan 1, Seaside view, after testing
Photo B7. Plan 2, Side view, before testing
Photo B9. Plan 2, Leeside view, before testing
Photo B11. Plan 2, Seaside view, after testing
Photo B13. Plan 3, Side view, before testing
Photo B15. Plan 3, Leeside view, before testing
Photo B17. Plan 3, Leeside view, after testing
Photo B19. Plan 4, Seaside view, after testing
Photo B21. Plan 5, Side view, before testing
Photo B23. Plan 5, Leeside view, before testing
Appendix C.Three-Dimensional Stability Photographs
Photo C1. Plan 1, north roundhead after Storm I waves
Photo C3. Seaside view of Plan 1 after Storm I waves
Photo C5. Plan 2, north roundhead before testing
Photo C7. Seaside view of Plan 2 before testing
Photo C9. Plan 2, north roundhead after Storm I waves
Photo C11. Seaside view of Plan 2 after Storm I waves
Phot C3. Plan 3, north roundhead before testing
Photo C15. Seaside view of Plan 3 before testing
Photo C17. Plan 3, north roundhead after Storm I waves
Photo C19. Seaside view of Plan 3 after Storm I waves
Photo C21. Plan 4, north roundhead before testing
Phot C23. Seaside view ofPlan 4 before testing
Photo C25. Plan 4, north roundhead after Storm I waves
Photo C27. Seaside view of Plan 4 after Storm I waves
Phot C29. Plan 4, north roundhead after Storm IA Waves
Photo C31. Seaside view of Plan 4 after Storm IA waves
Photo C33. Plan 5, north roundhead beofre testing
Photo C35. Seaside view of Plan 5 before testing
Photo C37. Plan 5, north roundhead after Storm IA waves
Photo C39. Seaside view of Plan 5 after Storm IA waves
Photo C41. Plan 6, north roundhead before testing
Photo C43. Seaside view of Plan 6 before testing
Phot C45. Plan 6, north roundhead after Storm I waves
Photo C47. Seaside view of Plan 6 after Storm I waves
Photo C49. Plan 6, north roundhead after Storm IA waves
Photo C51. Seaside view of Plan 6 after Storm IA waves
Photo C53. Plan 7, north roundhead before testing
Photo C55. Seaside view of Plan 7 before testing
Photo C57. Plan 7, north roundhead after Storm I waves
Photo C59. Seaside view of Plan 7 after Storm I waves
Photo C61. Plan 7, north roundhead after Storm IA waves
Photo C63. Seaside view of Plan 7 after Storm IA waves
Photo C65. Plan 8, North roundhead after Storm IA waves
Photo C67. Seaside view of Plan 8 after Storm IA waves
Photo C69. Plan 9, north roundhead before testing
Photo C71. Seaside view of Plan 9 before testing
Photo C73. Plan 9, north roundhead after Storm I waves
Photo C75. Seaside view of Plan 9 after Storm I waves
Photo C77. Plan 10, north roundhead before testing
Photo C79. Seaside view of Plan 10 before testing
Photo C81. Plan 10, north roundhead afer Storm IA waves
Photo C83. Seaside view of Plan 10 after Storm IA waves
Photo C85. Plan 10, north roundhead after two series of Storm IA waves
Photo C87. Seaside viewof Plan 10 after series of Storm IA waves
Photo C89. Plan 11, north roundhead before testing
Photo C91. Seaside view of Plan 11 before testing
Photo C93. Plan 11, north roundhead after Storm IA waves
Photo C95. Seaside view of Plan 11 after Storm IA waves
Photo C97. Plan 11, north roundhead after two series of Storm IA waves
Photo C99. Seaside view of Plan 11 after two series of Storm IA waves
Photo C101. Plan 12, north roundhead before testing
Photo C103. Seaside view of Plan 12 before testing
Photo C105. Plan 12, north roundhead after Storm IA waves
Photo C107. Seaside view of Plan 12 after Storm IA waves
Photo C109. Plan 12, north roundhead after two series of Storm IA waves
Photo C111. Seaside view of Plan 12 after two series of Storm IA waves
Photo C113. Plan 13, north roundhead before testing
Photo C115. Seaside view of Plan 13 before testing
Photo C117. Plan 13, north roundhead after Storm IA waves
Photo C119. Seaside view of Plan 13 after Storm IA waves
Photo C121. Paln 13, north roundhead after two series of Strom IA waves
Photo C123. Seaside view of Plan 13 after two series of Storm IA waves
Photo C125. Plan 13, north roundhead after two series of Storm IA waves and three series of Storm IB waves
Photo C127. Seaside view of Plan 13 after two series of Storm IA waves and three series of Storm IB waves
Photo C129. Plan 14, north roundhead before testing
Photo C131. Seaside view ofPlan 14 before testing
Photo C133. Plan 14, north roundhead after five series of Storm IB waves
Photo C135. Seaside view of Plan 14 after five series of Storm IB waves
Photo C137. Plan 15, north roundhead after five series of Storm IB waves
Photo C139. Seaside view of Plan 15 after five series of Storm IB waves
Phot C141. Paln 16, north roundhead before testing
Photo C143. Seaside view of Plan 16 before testing
Photo C145. Plan 16, north roundhead after five series of modified Storm IB waves
Photo C147. Seaside view of Plan 16 after five series of modified Storm IB waves
Photo C149. Plan 17, north roundhead before testing
Photo C151. Seaside view of Plan 17 before testing
Photo C153. Plan 17, north roundhead after five series of modified Storm IB waves
Photo C155. Seaside view of Plan 17 after five series of modified Storm IB waves
Photo C157. Plan 17, north roundhead after five series of modofied Storm IB waves ay +0 m mllw
Photo C159. Seaside view of Plan 17 after five seires of modified Storm IB waves at +0 m mllw
Appendix D. Notation
Appendix D. Notation (cont.)
Report Documentation Page - 1_trchl-95-170182
1_trchl-95-17
