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Costal Inlets Research Program
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Introduction - TR-02-22-RPT_20010
Overview of Procedure
Report Content
Review of Selected Literature
Modeling Momentum Transport in Breaking Waves
Laboratory and Field Data on Nearshore Currents
Laboratory and Field Data on Nearshore cont'd - TR-02-22-RPT_20016
Laboratory and Field Data on Nearshore cont'd - TR-02-22-RPT_20017
Laboratory and Field Data on Nearshore cont'd - TR-02-22-RPT_20018
Wave Model
Wave Action Flux Conservation Equation - TR-02-22-RPT_20020
Figure 1. Definition sketch for waves propagating on current
Wave Action Flux Conservation Equation - TR-02-22-RPT_20022
Figure 2. Examples of solutions to dispersion equation with current present
Wave Refraction
Wave Breaking and Energy Dissipation
Wave Blocking
Wave Blocking cont'd
Figure 3. Nondimensional blocking speed as function of relative water depth d/L.
Cross-Shore Momentum Equation
Modeling the Roller
Numerical Implementation - TR-02-22-RPT_20031
Numerical Implementation cont'd - TR-02-22-RPT_20032
Numerical Implementation cont'd - TR-02-22-RPT_20033
Verification of Wave Model
Target Wave Conditions for Selected Runs from Smith et al.
Chawla and Kirby (C&K) Data - TR-02-22-RPT_20036
Figure 4. Calculated and measured significant wave height for Smith et al.
Figure 6. Calculated and measured significant wave height for Smith et al.
Wave Conditions for Selected Monochromatic Tests
Chawla and Kirby (C&K) Data - TR-02-22-RPT_20040
Figure 8. Calculated and measured wave height for Chawla and Kirby (1999) Test M3
Figure 10. Calculated and measured wave height for Chawla and Kirby
Figure 12. Calculated and measured wave height for Chawla and Kirby
Effects of Including Roller
Figure 13. Calculated and measured wave height for Chawla and Kirby
Figure 15. Calculated and measured wave height for Chawla and Kirby
Example Calculation of Wave Transformation at Tidal Inlet - TR-02-22-RPT_20047
Figure 17. Calculated wave transformation on flood and ebb currents for conditions representative of Shinecock Inlet Long Island
Example Calculation of Wave Transformation at Tidal Inlet - TR-02-22-RPT_20049
Longshore Current Model
Bottom Friction
Numerical Solution
Verification of Longshore Current Model
Visser Data
Figure 19. Calculated (with and without roller model) and measured longshore current for Visser (1982), Case 1
Figure 21. Calculated and measured wave height for Visser (1982), Case 1
Figure 24. Calculated and measured wave height for Visser (1982), Case 3
Figure 25. Calculated (with and without roller model) and measured longshore current for Visser (1982), Case 4
Figure 27. Calculated and measured wave height for Visser (1982), Case 4
Figure 29. Calculated and measured wave height for Visser (1982) Case 7
Visser Data cont'd
Figure 30. Calculated (with and without interaction between current and waves)
CHL-L Data
Figure 33. Calculated (with and without roller model) and measured
Figure 34. Calculated (with and without roller model) and measured mean
Figure 36. Calculated (with and without roller model) and measured
Figure 37. Calculated (with and without roller model) and measured mean
Kraus-Sasaki (K&S) Data - TR-02-22-RPT_20068
Figure 39. Calculated (with and without roller model) and measured
Kraus-Sasaki (K&S) Data cont'd
Kraus-Sasaki (K&S) Data - TR-02-22-RPT_20071
Kuriyama-Ozaki (K&O) Data
Figure 42. Calculated (with and without roller model) and measured
Delilah Data
Effects of Large-Scale (Tidal) Current on Wave-Genrated Current
Figure 45. Calculated (with and without roller model) and measured
Figure 48. Calculated and measured rms wave height for Delilah field
Concluding Remarks
Concluding Remarks cont'd
Summary and Conclusions - TR-02-22-RPT_20080
Summary and Conclusions cont'd
References - TR-02-22-RPT_20082
References cont'd - TR-02-22-RPT_20083
References cont'd - TR-02-22-RPT_20084
References cont'd - TR-02-22-RPT_20085
References cont'd - TR-02-22-RPT_20086
REPORT DOCUMENTATION PAGE - TR-02-22-RPT_20087
SUBJECT TERMS
TR-02-22-RPT_2