Evaluating a Prefabricated Submerged Breakwater and Double-T Sill for Beach Erosion Prevention, Cape May Point, NJ
INTRODUCTION - FSBPA03Paper_final0002
Figure 1. Location Map of Cape May Point, NJ
Figure 2. Site plan with groin cell configurations
SECTION 227 PROJECT
Figure 3. Beachsaver Reef dimensions and configurationFigure 3. Beachsaver Reef dimensions and configuration
Double-T Sill Installation
Figure 5. Double-T sill dimensions and placement configuration
OBJECTIVES
Profiles
Figure 7. Local bathymetry of shoal and marginal flood channel, with example of one of 29 profile lines
Figure 8. Settlement measurements and placement layout of Beachsaver Reef and Double-T Sill
Waves and Currents
Performance Criteria - FSBPA03Paper_final0014
Acknowledgements - FSBPA03Paper_final0015
References - FSBPA03Paper_final0016
FSBPA03Paper_final
INTRODUCTION - FSBPA03Paper_final0002
Figure 1. Location Map of Cape May Point, NJ
Figure 2. Site plan with groin cell configurations
SECTION 227 PROJECT
Figure 3. Beachsaver Reef dimensions and configurationFigure 3. Beachsaver Reef dimensions and configuration
Double-T Sill Installation
Figure 5. Double-T sill dimensions and placement configuration
OBJECTIVES
Profiles
Figure 7. Local bathymetry of shoal and marginal flood channel, with example of one of 29 profile lines
Figure 8. Settlement measurements and placement layout of Beachsaver Reef and Double-T Sill
Waves and Currents
Performance Criteria - FSBPA03Paper_final0014
Acknowledgements - FSBPA03Paper_final0015
References - FSBPA03Paper_final0016
FSBPA03Paper_final
