does not take into account any potential wave setup between the 8-m array and 
the nearshore DELILAH array. The changes in the water levels for the current 
meters resulting from this analysis are presented in Figure E4. 
Shoreline 9 
S + PUV 
(No. 511, 519, 529) 
8—m Meter Array 
(No. 3111) 
os pee 
Pi Anemometer 
ye Tide Gouge 
Access Road 
Pressure Gauge Baylor 
Anemomeler 19 m 
(No. 933, 932) 
Baylor Gauge 
(No. 645) Pier Deck 7.6 m 
Offshore 
Woverider Buoy 
Pier Buildin BavloniGuuse ((NOSSECS 0) ee 
625) 4 Km Offshore 
Barometer (No. 
| Hn 
MN 
Pressure Gouge 
(No. 641) 
Elevotion 
Distonce (m) 
Figure E3. Schematic showing position of FRF’s stationary instrumentation 
Appendix E Stationary Instrument Data 
EQ 
