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NEARSHORE MEASUREMENT AND CORRELATION OF WAVE AND CURRENT
PROFILES
Philippe Tissot, James Rizzo, Deidre Williams
Conrad Blucher Institute Texas A&M University-Corpus Christi
ASBPA National Coastal Conference, Virginia Beach,
October 17, 2014
Outline
• Motivation
• Experimental Geometry & Deployment
• General Metocean Conditions during Initial Study
• Correlations
• Experimental Limitations
• Mobile Apps
• Conclusions & Future Work
Study Location
Bob Hall Pier, North Padre Island, Corpus Christi, Texas
Current profilers: Xylem (Sontek) Argonaut SL500 (500khz, 2-D)
378 m
Nearshore (looking) sensor
Offshore (looking) sensor
Map/sattelite imagery from Google
51 m
120 m
Current Profilers Winch Boxes
Across-shore Current Profiler I-Beam
NWLON Wind Sensors
Longshore Current Profiler I-Beam
NWLON Stilling Well
Solar Panels
Instrument Installation
Experimental Geometry
54” (137 cm)
124” (314 cm)
120” (306 cm)
Water Depth: 244” (620 cm)
Offshore Looking Sensor (vertical)
Offshore Looking Sensor Current profile: 10-120 m in 11m cells
Average currents: 21-109m
+Y or North
+X or Offshore
Nearshore Looking Sensor Current profile: 1.50-51.5 m in 5m cells Average currents: 21.5-46.5m
+X or South (-X for North)
+Y or Offshore
measurements for 4/9/2014 3:00-4:00 PM CST pwl = 6.54+/0.0.2m above station datum
~ 30m
I-Beam & winch for offshore looking sensor
Sensor
I-Beam
Pier Pile
Offshore Looking Sensor Deployment Geometry
Pier Pile
NWLON Pile
Offshore Looking Sensor Experimental Geometry
Interference up to 15-20m
Picture from Sontek (http://www.sontek.com/productsdetail.php?ADP-Acoustic-Doppler-Profiler-4)
Potential interference from piling with side
lobes
25%
50%
75%
WEST EAST
SOUTH
NORTH
0 - 50
50 - 100
100 - 150
150 - 200
200 - 250
250 - 300
300 - 350
350 - 400
5%
10%
15%
WEST EAST
SOUTH
NORTH
0 - 2
2 - 4
4 - 6
6 - 8
8 - 10
10 - 12
12 - 14
14 - 16
16 - 18
5%
10%
15%
WEST EAST
SOUTH
NORTH
0 - 22 - 44 - 66 - 88 - 1010 - 1212 - 1414 - 1616 - 18
General Metocean Conditions (6/9-10/11, 2014)
Variable Median Range
Significant Wave Height 0.7m 0.1-1.8m
Typical Wave Period 5.5s 2.1-11.2s
Nearshore Longshore Current [m/s] 0.04m/s [-0.6m/s , 0.6m/s]
Offshore Longshore Current [m/s] 0.07m/s [-0.6m/s , 0.6m/s]
Wave & Longshore Current 0 0.5 1 1.5 20
50
100
150
200
250Bob Hall Pier Significant Wave Height Distribution
Significant Wave Height [m]
Fre
qu
en
cy
• Meteorological conditions from NWLON station • Ocean conditions from project current profilers
Wind
6/19 7/1 8/1 9/1 10/1 10/7
-10
0
10
20
Along/Accross Shore Winds During Study Period
Time 6/19-10/7 2014
Win
d S
pee
d [
m/s
]
6/19 7/1 8/1 9/1 10/1 10/7-1
-0.5
0
0.5
1
Bob Hall Pier Water Levels & Tide Predictions
Time 6/19-10/7 2014
Wa
ter
Lev
el
[m a
bo
ve
ms
l]
Measured Water Levels
Tidal Predictions
Alongshore wind median: -1.3m/s (+ Northwest) Cross-shore wind median: 5.0m/s (+ Onshore)
Alongshore and Cross-shore Wind During Study Period
6/19 7/1 8/1 9/1 10/1 10/11
-0.6
-0.4
-0.2
0
0.2
0.4
0.6
Time 6/19-10/11 2014
Lo
ng
sh
ore
Cu
rren
t [m
/s]
Offshore Longshore Current
Nearshore Longshore Current
Longshore Currents Comparison of Longshore Current with Alongshore Wind
Comparison of Nearshore and Offshore Longshore Current
6/19 7/1 8/1 9/1 10/1 10/11-1.5
-1
-0.5
0
0.5
1
1.5
Lo
ng
sh
ore
Cu
rren
t [m
/s]
Alo
ng
Sh
ore
Win
d [
(1/1
0)m
/s]
Alongshore Wind
Longshore Current (offshore looking sensor)
Longshore Current Correlations (Pearson)
Correlation of longshore currents with along shore wind: • Nearshore longshore current = 0.73 • Offshore longshore current = 0.87
Correlation of longshore currents with significant wave height: • Nearshore longshore current = 0.22 • Offshore longshore current = 0.03
Other Correlations: • Significant wave height and across shore currents
(nearshore = 0.28, offshore = 0.14) • Cross-shore wind & significant wave height = 0.26
6/19 7/1 8/1 9/1 10/1 10/11-1.5
-1
-0.5
0
0.5
1
1.5
L
on
gsh
ore
Cu
rren
t [m
/s]
Alo
ng S
ho
re W
ind
[(1
/10)
m/s
]
Alongshore Wind
Longshore Current (offshore looking sensor)
6/19 7/1 8/1 9/1 9/25-1
-0.5
0
0.5
1
Time 6/19-9/25 2014
Lo
ng
sh
ore
Cu
rren
t [m
/s]
Bob Hall Pier Nearshore Longshore Current
Nearshore Currents
6/19 7/1 8/1 9/1 9/25-1
-0.5
0
0.5
1
1.5
2
Acr
oss
-sh
ore
Cu
rre
nt [
m/s
]
Bob Hall Pier Nearshore Across-shore Current Profile
Nearshore Across-shore Current (bins)
6/10 7/1 8/1 9/1 9/25-1
0
1
2
Acr
oss-
sho
re C
urr
en
t [m
/s]
Bob Hall Pier Nearshore Across-shore Current for Bin 1 (1.5-6.5 m)
Cross Shore Current
Standard Error
Signal Strength
6/19 7/1 8/1 9/1 9/25-1
0
1
2
Acr
oss
-sh
ore
Cu
rren
t [m
/s]
Bob Hall Pier Nearshore Across-shore Current for Bin 5 (21.5-26.5 m)
Signal Strength
Standard Error
Across-shore Current
6/19 7/1 8/1 9/1 9/25-1
0
1
2
Bob Hall Pier Nearshore Across-shore Current for Bin 10 (46.5-51.5 m)
Time 6/19-9/25 2014
Acro
ss-s
ho
re C
urr
en
t [m
/s]
Across-shore Current
Standard Error
Signal Strength
30min sampling 6min sampling
6/10 7/1 8/1 9/1 9/25-1
0
1
2
3A
cro
ss-s
ho
re C
urr
en
t [m
/s]
Bob Hall Pier Nearshore Across-shore Current
Time 6/19-9/25 2014
46.5-51.5m
21.5-26.5m
1.5-6.5m
Goal: Assessment of conditions favorable to onset of rip currents Measurements: Across-shore current in 10 x 5m bins, 30 minutes measurements (17 min averages) till 9/2 followed by 6 minutes measurements
9/3: Impact of Tropical Storm Dolly swh: 1.6m twp: 10.2s 6 m/s onshore wind
8/27: High Wind Event swh: 1.2m twp: 8s 6 m/s onshore wind
9/22: Cold Front swh: 1.2m twp: 7s 10 m/s onshore wind
3650 3700 3750 3800 3850 3900
-1
-0.5
0
0.5
1
1.5
Acro
ss-s
ho
re C
urr
en
t [m
/s]
Bob Hall Pier Nearshore Current Profile
1.5-6.5 m
6.5-11.5 m
11.5-16.5 m
16.5-21.5 m
21.5-26.5 m
26.5-31.5 m
31.5-36.5 m
36.5-41.5 m
41.5-46.5 m
46.5-51.5 m
Offshore Longshore Currents
10/6 5:45AM
9/27 11:00AM 9/28 6:55AM
Examples of longshore current
profiles
Offshore Longshore Current
Signal to Noise Ratio
0 1000 2000 3000 4000-10
0
10
20
30
40
50
60
70
Time [30 min increments]
Sig
na
l to
No
ise
Ra
tio
10-21m 21-32m 32-43m 43-54m 54-65m 65-76m 76-87m 87-98m 98-109m 109-120m
0
10
20
30
40
50
60
70
Sig
nal
to N
ois
e R
ati
o
10-21m 21-32m 32-43m 43-54m 54-65m 65-76m 76-87m 87-98m 98-109m 109-120m0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
0.04
0.045
0.05
Sta
nd
ard
Err
or
[m/s
]
Standard Error
Offshore Longshore Current
10-21m 21-32m 32-43m 43-54m 54-65m 65-76m
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
|Lo
ng
sh
ore
Cu
rre
nt|
[m
/s]
0 500 1000 1500 2000 2500 3000 3500 4000-1
-0.5
0
0.5
1
Lo
ng
sh
ore
Cu
rren
t [m
/s]
21-32m
32-43m
43-54m
54-65m
Offshore longshore current defined by currents ~ 21-65m from the offshore looking sensor
0 100 200 300 400 500 600
-5
-4
-3
-2
-1
0
Ele
va
tio
n, m
(N
AV
D8
8)
Distance Across Shore, m
Legend
Jul 2007
Sep 2010
Oct 2011
Sep 2012
Sep 2013
Nearshore Bathymetry
~ 1.6 m
Profile History 245-m south of Bob Hall Pier
0 200 400 600 800 1000 1200-10
-8
-6
-4
-2
0
2
4
6
Ele
va
tio
n,
m (
NA
VD
88
)
Distance Across Shore, m
Distance Across-shore, m
Distance Across-shore, m
• App/website for general users (Beach Conditions App) http://cbi-apps.tamucc.edu/bhpwave/
Apps
• App/website for oil spill responders (prototype) • http://apps.proto.cbi.tamucc.edu/bhpwave.osr/
Apps
cbi.tamucc.edu/dnr/station – stations 259 and 260
Web Access to Data
https://lighthouse.tamucc.edu/qc/260 – stations 259 and 260
Web Access to Data
Discussion/ Conclusion
• Two current profilers/wave sensors installed at Bob Hall Pier, Corpus Christi, Texas
• Observations strongly correlated to nearshore wind
• Ability to detect rip currents
• Continuing observations and analyses
• Comparison of measurements with NOAA operational models (NGOFS, NWPS)
• Can nearshore sensor readings be appropriately nowcast using other observations and NOAA model outputs?
Questions/Suggestions? • Funding from the Texas General Land Office (TGLO) R&D 2014-2015 Funding
Cycle, Award No. 13-437-000-7896, is gratefully acknowledged.
• The CBI field crew and information technology team are gratefully acknowledged for efficiently and creatively resolving problems during the project.
Abstract Two current profilers were installed during spring 2014 on Bob Hall Pier, Corpus Christi, Texas. The sensors provide near real-time measurements of nearshore conditions including significant wave height, typical wave period, average along and cross shore currents and current profiles. The instruments are installed and maintained to National Ocean Service standards and are gathering a rare long-term data set of nearshore conditions along the Texas coast. One of the sensors provides current profiles up to 110 m offshore of the end of the pier in bins of 11 m while the other sensor monitors currents in the nearshore in narrower bins with the potential for identification of rip currents. The instruments are installed near two inlets and associated sensitive avian and aquatic habitat. In addition this monitoring station provides invaluable near real-time information to facilitate the prediction of oil movement and the deployment of protection measures in case of oil spill. The measurements will also help to better understand and model sediment transport along the coast and more specifically for the periodic renourishment and maintenance of the nearby popular beaches located along Mustang and North Padre Island. Other applications include providing information appropriate for search and rescue situations, reporting surf conditions and alerting beach-goers to conditions favorable to the onset of rip currents.
The installation and performance of the sensors will be described. Initial measurements will be presented for various conditions such as seasonal frontal passages and strong southerly wind events which typify the climate along the south Texas coast. The current profiler is collocated with a tide gauge and atmospheric sensors. The new observations will be correlated with these measurements as well as with data from further offshore sensors collected by the National Data Buoy Center (NDBC) and the Texas Automated Buoys System (TABS). To facilitate stakeholder access to the information, two apps designed for smart phones and other mobile devices are being deployed with the targeted audiences of oil spill responders and the general public visiting the beach, respectively.
Alternate Study Location
Slide
~ 4km
Argonaut SL500 Specifications