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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 74
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON THE APPLICATION OF ARTIFICIAL INTELLIGENCE TO CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar
Paper 29
Stochastic and Neural Techniques for On-line Wave Prediction J.D. Agrawal+ and M.C. Deo*
+Central Water and Power Research Station, Pune, India
J.D. Agrawal, M.C. Deo, "Stochastic and Neural Techniques for On-line Wave Prediction", in B.H.V. Topping, B. Kumar, (Editors), "Proceedings of the Sixth International Conference on the Application of Artificial Intelligence to Civil and Structural Engineering", Civil-Comp Press, Stirlingshire, UK, Paper 29, 2001. doi:10.4203/ccp.74.29
Keywords: wave analysis, wave statistics, neural networks, operational waves, wind waves.
Summary
Almost any civil engineering activity in the ocean calls for the knowledge of
wind generated gravity waves at the location of interest. Various government as well
as private agencies over the world, like the National Institute of Ocean Technology
of India and the National Data Buoy Center of U.S.A., have initiated ambitious wave
data collection programs. Availability of large-scale direct wave observations as a
result can be expected to fast replace the conventional wave prediction methods
based on use of wind and many other met-ocean parameters, especially when point
predictions rather than spatial ones are required.
This paper discusses performance of five wave data based forecasting schemes, which are based on analysis of the observed time history of waves. They include the Auto-Regressive Neural Networks (ARNN), Kalman Filter, Auto- Regressive Integrated Moving Average (ARIMA), Auto-Regressive Moving Average (ARMA) and Auto-Regressive (AR) models. The ARNN is a highly generalized form of conventional stochastic time series models where no a priori assumption on data properties is made, because of which it can operate even under the environment of non-stationarity and measurement errors. Kalman Filter is also a versatile stochastic time series model, which is free from any restriction on data characteristics like stationarity and error-free measurements. Auto Regressive Integrated Moving Average (ARIMA) and Auto Regressive Moving Average (ARMA) models represent the non-stationary and stationary time series, respectively. In the current study AR model of order 2 was found to be sufficient because still higher order models did not result in any further improvement in the results. Similarly commonly used ARMA and ARIMA models of the first order were employed in preference to their higher versions. A wave rider buoy was deployed at the site off Goa in India for a period of 16 months starting from May 1983 and short-term (3-hourly) wave records numbering 2661 were collected. These data formed the basis of investigation reported herein. Forecasting of significant wave heights was attempted over leading times of 3, 6, 12 and 24 hours on the basis of all models described in the previous section by suitably forming mean wave height series over the required intervals. The results of forecasting were compared with the actual observations, that were not involved in model calibrations, by
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