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Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical Engineer) AN EASILY DEPLOYED AND RECOVERED GPS-TRACKED WATER LEVEL BUOY USM GPS Workshop - March 2004 NOAA SMALL BUSINESS INNOVATION RESEARCH (SBIR) PHASE II PROJECT

Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

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Page 1: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

Marshall Earle, Ph.D., Principal InvestigatorMike Brown, Lead Electrical EngineerJeffrey Gallagher, Electrical Engineer

(Bill Hughes, Lead Mechanical Engineer)

AN EASILY DEPLOYED AND RECOVEREDGPS-TRACKED WATER LEVEL BUOY

USM GPS Workshop - March 2004

NOAA SMALL BUSINESS INNOVATION RESEARCH(SBIR) PHASE II PROJECT

Page 2: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

GPS-TRACKED BUOY

Page 3: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

KEY SPECIFICATIONS

•Weight in air with battery packs 110 kgDiameter of hull 0.89 mHeight with radio antenna 1.37 mHeight w/o antenna 0.97 m•Nearly spherical hull with polycarbonate and anodized 6061T0 aluminum hemispheres, non-pinching gasket seal with stainless steel bolts, navigation lightOperating life 1 month•Operating Temperature Range -30oC to +60oC•Outputs: water level, significant wave height, average wave period, Data Quality Control (DQC) parameters

•See the preliminary specification sheet for additional information.

Page 4: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

KEY COMPONENTS

•Topcon Legacy E GPS Topcon LegAnt GPS / GLONASS antennasMicrowave Data Systems narrow band CPFSK transceiver, operating at 410.0625 MHz (frequency band assigned to NOAA) Onset Computer Tattletale Model 8 microprocessorTexas Instruments MSP-430 microcontrollerMuRata ENV-05DB-52 angular rate sensors (3)Crossbow Technology CXL02TG3 tri-axial accelerometer•Carmanah Technologies 701 solar powered navigation light

Page 5: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BUOY IN SMALL PICKUP TRUCK BEFORE FIELD TEST

Page 6: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

DOME REMOVAL / REPLACING

Page 7: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

UPPER PLATE COMPONENTS

Page 8: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

LOWER PLATE AND ELECTRONICS UNIT

Page 9: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

ELECTRONICS UNIT INTERNAL VIEW

Page 10: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

ELECTRONICS UNIT LABELLED COMPONENTS

Page 11: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BATTERY PACK REMOVAL / REPLACING

Page 12: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BUOY EXPLODED VIEW

Page 13: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BUOY CROSS SECTIONAL VIEW

Page 14: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

PLANNED BUOY MODIFICATIONS

Page 15: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

EXAMPLE BUOY MOORING

Page 16: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

EXAMPLE SCREEN SHOT OF BUOY USER INTERFACE

Data steps are due to changing the buoy's water level in a test tank.

Page 17: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BUOY ELECTRONICS

SHORE STATION ELECTRONICS

WATER LEVEL CALCULATIONFLOWCHART

ELECTRONIC AND DATA ANALYSIS DESIGN

Page 18: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BASE STATION SETUP ON WAVELAND BEACH

Page 19: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

CHECKING THE BUOY ON THE BEACH VIA ITS INFRA-RED PORT

Page 20: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

REFERENCING TO BENCHMARKPANAMA CITY BEACH, FL, 1

Shore base station installed at benchmark.

Page 21: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

REFERENCING TO BENCHMARKPANAMA CITY BEACH, FL, 2

Shore base station antenna installed in final position.

Page 22: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

PANAMA CITY BEACH, FL, DATA COMPARISON

6 minute Tidal Measurements w/r to MLLW (ft)

0.00

0.50

1.00

1.50

2.00

2.50

3.00

3.50

18:0

0:00

0:48

:00

7:36

:00

14:2

4:00

21:1

2:00

4:00

:00

10:4

8:00

17:3

6:00

0:24

:00

7:12

:00

14:0

0:0

0

20:4

8:00

3:36

:00

10:2

4:00

17:1

2:00

0:00

:00

6:48

:00

13:3

6:00

20:2

4:00

3:1

2:00

10:0

0:00

16:4

8:00

23:3

6:00

6:24

:00

13:1

2:00

NSI Base Station

NOAA Tide Station

Error detection routine later added to remove infrequent spikes.

Page 23: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

SMALL NOAA HYDROGRAPHIC VESSELUSED FOR CHESAPEAKE BAY, MD, DEPLOYMENT

Page 24: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

BUOY DEPLOYMENTCHESAPEAKE BAY, MD

Page 25: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

DEPLOYED BUOYCHESAPEAKE BAY, MD

Page 26: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

CHESAPEAKE BAY, MD, DATA COMPARISON

Infra-red port lockup caused some data loss (corrected in operational design).

Page 27: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

WATER LEVEL DATA COMPARISONS

•Panama City Beach, FL

RMS difference (including mean difference) 3.76 cmRMS difference (mean removed) 1.96 cm

•Chesapeake Bay, MD

Mean difference determined and removed at start of data collection.RMS difference 1.45 cm

Page 28: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

WAVES (NOT MAIN RESEARCH GOAL)

•Wave height accuracy +/- 0.2 m (could reach +/- 0.1 m)•Wave period accuracy +/- 1.0 s (could reach +/- 0.5 s)

SignificantWave Height Average Wave Period

Page 29: Marshall Earle, Ph.D., Principal Investigator Mike Brown, Lead Electrical Engineer Jeffrey Gallagher, Electrical Engineer (Bill Hughes, Lead Mechanical

SUMMARY

A GPS-tracked water level buoy that can be easily deployed and recovered from small or large vessels has been successfully designed, built, and field tested.

The buoy is ready for transition to operational use to support hydrographic surveys and other applications.