DISCUSSIONS AND CLOSURES
Jan 1, 1999
Predicting Caspian Sea Surface Water Level by ANN and ARIMA Models
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 125, Issue 1
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References
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Box, G. E., and Jenkins, G. M. ( 1976). Time series analysis: forecasting and control . Holden-Day, Oakland, Calif.
2.
Preisendorfer, R. W. ( 1988). Principal component analysis in meteorology and oceanography . Elsevier Science, Amsterdam, The Netherlands.
3.
Walton Jr., T. L. ( 1989). “Simulating Great Lakes water levels for erosion prediction.” J. Coast. Res., 5(3), 377–389.
4.
Walton Jr., T. L., and Borgman, L. E. (1990). “Simulation of non-stationary, non-Gaussian water levels on Great Lakes.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 116(6), 664–685.
5.
Walton Jr., T. L., and Douglass, S. L. ( 1985). “Stochastic sand transport using ARIMA modeling.” Proc., 21st IAHR Congr., Vol. 4, International Association for Hydraulic Research, Rotterdam, The Netherlands, 166–173.
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Published In
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 125 • Issue 1 • January 1999
Pages: 58
History
Published online: Jan 1, 1999
Published in print: Jan 1999
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Authors
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Todd L. Walton Jr
Member, ASCE
July/August 1997, Vol. 123, No. 4, by Manouchehr Vaziri (Paper 9622).
Hydr. Engr., U.S. Army Corps of Engrs., Coast. and Hydr. Lab., U.S. Army Engr. Wtrwys. Exp. Station, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.
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