TECHNICAL NOTES
Jan 8, 2010

Identification of Nearshore Wave Characteristics Using Robotic Total Stations

Publication: Journal of Surveying Engineering
Volume 136, Issue 4

Abstract

A new geodetic method for accurate determination of nearshore wave characteristics is proposed. This method is based on a robotic total station set on stable position on the coast and aiming at a passive reflector mounted on a buoy, usually at a distance of a few hundred meters. This method permits the identification of the changing three-dimensional coordinates of the reflector/buoy in a selected, fixed coordinate system independent of the buoy with centimeter accuracy, and a rate of up to 6 Hz, and it can even determine very precisely waveforms, including those with steep sides. The effectiveness of the method is demonstrated on the basis of results of two cases studies. While this method provides exceptional quality results for small waves, it can also be used for large waves as well, and especially to calibrate other wave measurement techniques. Techniques to avoid clipping effects usually affecting the wave measurements and the possibility to measure the wave and current direction are also discussed.

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Acknowledgments

Field work by E. Kokkinou, S. Rezos, postgraduate students; and C. Koutsoumbis, C. Katsikonouris and D. Thomopoulos, undergraduate students of our department is thankfully acknowledged. Constructive comments of two anonymous reviewers are highly appreciated.

References

Arroyo-Suarez, E. N., Mabey, D. L., Hsiao, V., and Phillips, R. (2006). “GPS buoys nautical measurement.” GPS World, 17(5), 46–50.
Bisnath, S., Wells, D., Howden, S., Dodd, D., Wiesenburg, D., and Stone, G. (2004). “Development of an operational RTK GPS-equipped buoy for tidal datum determination.” Int. Hydrogr. Rev, 5(1), 54–63.
Cardellach, E., Behrend, D., Ruffini, G., and Rius, A. (2000). “The use of GPS buoys in the determination of oceanic variables.” Earth, Planets Space, 52(11), 1113–1116.
Cook, D. (2006). “Robotic total stations and remote data capture: challenges in construction.” Geotech. News, 24(4), 42–45.
Cosser, E., Roberts, G. W., Meng, X., and Dodson, A. H. (2003). “Measuring the dynamic deformation of bridges using a total station.” Proc., 11th FIG Symp. on Deformation Measurement, Patras Univ., Patras, pp. 613–620, ⟨http://www.fig.net/commission6/santorini⟩ (June 2010).
Dodd, D., Bisnath, S., and Howden, S. (2006). “Implementation of ionosphere and troposphere models for high-precision GPS positioning of a buoy during Hurricane Katrina.” Proc., Inst. of Nav. 19th Int. Tech. Meeting of the Satellite Division, ION, Fort Worth, Tex., 4, 2006–2016.
Foden, P. R., Spencer, R., and Vassie, J. M. (1998). “Instrument for accurate sea level and wave measurement.” Proc., Oceans ’98 Conf. Proc., IEEE, Piscataway, N.J., Vol. 1, 405–408.
Kashani, I., Grejner-Brzezinska, D., Wielgosz, P., and Wielgosz, P. (2005). “Toward instantaneous network-based real-time kinematic GPS over 100 km distance. Navigation.” J. Inst. of Navigation, 52(4), 239–245.
Kato, T., Terada, Y., Ito, K., Hattori, R., Abe, T., Miyake, T., Koshimura, S., and Nagai, T. (2005). “Tsunami due to the 2004 September 5th off the Kii peninsula earthquake, Japan, recorded by a new GPS buoy.” Earth, Planets Space, 57(4), 297–301.
Lane, A., Knight, P. J., and Player, R. J. (1999). “Current measurement technology for near-shore waters.” Coastal Eng., 37(3–4), 343–368.
Lekidis, V., Tsakiri, M., Makra, K., Karakostas, C., Klimis, N., and Sous, I. (2005). “Evaluation of dynamic response and local soil effects of the Evripos cable-stayed bridge using multi-sensor monitoring systems.” Eng. Geol. (Amsterdam), 79, 43–59.
MacHutchon, K. R., and Liu, P. C. (2007). “Measurement and analysis of ocean wave fields in four dimensions.” Proc., 26th Int. Conf. on Offshore Mech. and Arctic Eng., ASME, San Diego, 1, 923–927.
McHayes, D., Sparks, I., and Van Cranenbroeck, J. (2007). “The smallest GPS network for the tallest building.” Eur. J. Navigation, 5, 17–22.
Nickitopoulou, A., Protopsalti, K., and Stiros, S. (2006). “Monitoring dynamic and quasi-static deformations of large flexible engineering structures with GPS: Accuracy, limitations and promises.” Eng. Struct., 28, 1471–1482.
Niclasen, B. A., and Simonsen, K. (2007). “Note on wave parameters from moored wave buoys.” Appl. Ocean. Res., 29(4), 231–238.
Pedersen, T., and Lohrmann, A. (2004). “Possibilities and limitations of acoustic surface tracking.” Proc., Oceans ’04—MTT/IEEE Techno-Ocean ‘04 Conf., Vol. 3, MTT/IEEE, Kobe, Japan, 1428–1434.
Pedersen, T., and Nyland, S. (2006). “Wave height measurements using acoustic surface tracking.” Env. Res. Eng. Man., 1(35), 18–25.
Psimoulis, P., and Stiros, S. (2007). “Measurement of deflections and of oscillation frequencies of engineering structures using robotic theodolites (RTS).” Eng. Struct., 29(12), 3312–3324.
Pytharouli, S., and Stiros, S. (2008). “Spectral analysis of unevenly spaced or discontinuous data using the ‘Normperiod’ code.” Computers and Structures, 86(1–2), 190–196.
Rueger, J. M. (1990). Electronic distance measurement, Springer, New York.
Smith, J. M. (2002). “Wave pressure gauge analysis with current.” J. Waterway, Port, Coastal, Ocean Eng., 128(6), 271–275.
Stiros, S. (2008). “Errors in velocities and displacements deduced from accelerographs: An approach based on the theory of error propagation.” Soil Dyn. Earthquake Eng., 28, 415–420.
Stiros, S., Psimoulis, P., and Kokkinou, E. (2008). “Errors introduced by fluctuations in the sampling rate of automatically-recording instruments: Experimental approach.” J. Surv. Eng., 134(3), 89–93.
Tsimplis, M. N. (1992). “Harmonic analysis of the tides of Greek ports.” Oceanographic Rep. No. 17, Hellenic Hydrographic Service, Athens, Greece (in Greek).
Van Haren, H. (2001). “Estimates of sea level, waves and winds from a bottom-mounted ADCP in a shelf sea.” Netherlands J. Sea Res., 45(1), 1–14.
Van Rijn, L. C., Grasmeijer, B. T., and Ruessink, B. G. (2000). “Coasted 3D measurement errors of instruments for velocity, wave height, sand concentration and bed levels in field conditions.” Rep. Prepared for Dept. of Physical Geography, Univ. of Utrecht, Utrecht, ⟨http://sandpit.wldelft.nl/reportpage/right/Coast3DMeasurementAccuracies.pdf⟩ (August 22, 2009).
Woodworth, P. L., Vassie, J. M., Spencer, R., and Smith, D. E. (1996). “Precise datum control for pressure tide gauges.” Mar. Geol., 19(1), 1–20.
Yoo, Y., Kouguchi, N., Hou, D. and Hamada, M. (2007). “Precise measurement method of wave direction by GPS buoy—Correction for buoy oscillation.” Proc., Int. Offshore and Polar Eng. Conf., ISOPE, Lisbon, 1958–1964.

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Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 136Issue 4November 2010
Pages: 172 - 179

History

Received: Jun 18, 2009
Accepted: Jan 6, 2010
Published online: Jan 8, 2010
Published in print: Nov 2010

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Authors

Affiliations

Stathis C. Stiros [email protected]
Associate Professor, Geodesy Lab., Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece (corresponding author). E-mail: [email protected]
Panos A. Psimoulis, Ph.D. [email protected]
Research Associate, Geodesy Lab., Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece. E-mail: [email protected]

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