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Physical Model of Current-Induced Scour AT Ventura Harbor
Figure 1: Harbor entrance at Ventura Harbor, California.
1968 Improvements
Scour Concerns at Ventura Harbor
Figure 2: Potential flow map of jetting action through the gap.
Emergency Repairs
Laboratory Study
Movable-Bed Modeling Criterion
Model Calibration
Figure 4: Model (upper) and prototype (lower) scour hole contours.
Figure 5: Ventura Harbor model scour downstream of rock sill.
Design of Toe Protection
Figure 6: Plan 3 detached breakwater toe protection.
Summary and Conclusions - web-break990014
Acknowledgements - web-break990015
Appendix: Equilibrium Discharge Relationship
Figure 7: Field Data From Two Dual-Jettied Inlets.
Appendix: Equilibrium Discharge Relationship cont'd
Keywords
Physical Model of Current-Induced Scour AT Ventura Harbor
Figure 1: Harbor entrance at Ventura Harbor, California.
1968 Improvements
Scour Concerns at Ventura Harbor
Figure 2: Potential flow map of jetting action through the gap.
Emergency Repairs
Laboratory Study
Movable-Bed Modeling Criterion
Model Calibration
Figure 4: Model (upper) and prototype (lower) scour hole contours.
Figure 5: Ventura Harbor model scour downstream of rock sill.
Design of Toe Protection
Figure 6: Plan 3 detached breakwater toe protection.
Summary and Conclusions - web-break990014
Acknowledgements - web-break990015
Appendix: Equilibrium Discharge Relationship
Figure 7: Field Data From Two Dual-Jettied Inlets.
Appendix: Equilibrium Discharge Relationship cont'd
Keywords
