Sample Digital Brochure

Page 25

Loxahatchee River

Proposed Detached, Segmented Breakwater

Snorkel Area

Figure 2.5 Proposed Dubois Park Mesh and Bathymetry 2.3

Tidal Characteristics and Model Calibration

Taylor Engineering collected tidal stage and velocity data at five points in the project area. Figure 2.6 shows these points and the NOAA tidal datum benchmark station at the Jupiter Inlet Jetty (Station 8722495). The Marina Tide Station (S1) and the Jupiter Inlet Jetty Station (S2) provided tidal stage information. Velocity Stations V1, V2, and V3 provided velocity data collected over the water column with an Acoustic Doppler Current Profiler (ADCP). Extremely shallow water depths at Velocity Station V4 prohibited ADCP use. Taylor Engineering collected velocity data at this location with a propellerdriven velocimeter. Table 2.1 shows the benchmark data, which indicate a 2.5-ft mean tidal range for the semidiurnal tides (two varying high and low tides per day) occurring in the area.

8


Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.