523
8.5. REFERENCES
Mansard, E. P., and Funke, E. R. 1980. “The Measurement of Incident and Reflected Spectra Using a Least Squares Method,” Proceedings of the 17th Coastal Engineering Conference, American Society
of Civil Engineers, Vol 1, pp 154-172.
Mansard, E. P., and Funke, E. R. 1988. “Physical Experiments in
Laboratories: Contrast of Methodologies and Results,” unpublished
lecture notes for the Short Course on Planning and Designing Maritime Structures held prior to the 21st International Coastal Engineering Conference in Malaga, Spain.
Mansard, E. P., Sand, S. E., and Funke, E. R. 1985.
“Reflection
Analysis of Non-Linear Regular Waves,” Hydraulics Laboratory Technical Report TR-HY-01, National Research Council of Canada, Ottawa, Canada.
Maoxiang, G., and Zhenquan, Z. 1988. “An Analysis of Second Order Waves in a Wave Tank by 3-Probe Correlation Analysis and by
Square-Low Operation,” Ocean Engineering, Vol 15, No. 4, pp 319343.
Markle, D. G., and Greer, H. C. 1992. “Crescent City Instrumented
Model Dolos Study; Coastal Model Investigation,” Technical Report
CERC-92-15, US Army Engineer Waterways Experiment Station,
Coastal Engineering Research Center, Vicksburg, Mississippi.
Nelson, R. C., and Gonsalves, J. 1990. “A Field Study of Wave Reflections from an Exposed Dissipative Beach,” Coastal Engineering,
Vol 14, pp 457-477.
Nwogu, O. U., Mansard, E. P., Miles, M. D., and Isaacson, M. 1987.
“Estimation of Directional Wave Spectra by the Maximum Entropy
Method,” Proceedings of Wave Analysis and Generation in Laboratory Basins, 22nd Congress International Association for Hydraulic
Research, pp 363-376.
Panicker, N. N., and Borgman, L. E. 1974. “Enhancement of Directional Wave Spectrum Estimates,” Proceedings of the 14th Coastal
Engineering Conference, American Society of Civil Engineers, Vol 1,
pp 258-279.
Peregrine, D. H. 1990. “Theory Versus Measurement,” in Water Wave
Kinematics, A. T0rum and O. T. Gudmestad, Eds., Kluwer Academic
Publishers, The Netherlands, pp 89-101.
8.5. REFERENCES
Mansard, E. P., and Funke, E. R. 1980. “The Measurement of Incident and Reflected Spectra Using a Least Squares Method,” Proceedings of the 17th Coastal Engineering Conference, American Society
of Civil Engineers, Vol 1, pp 154-172.
Mansard, E. P., and Funke, E. R. 1988. “Physical Experiments in
Laboratories: Contrast of Methodologies and Results,” unpublished
lecture notes for the Short Course on Planning and Designing Maritime Structures held prior to the 21st International Coastal Engineering Conference in Malaga, Spain.
Mansard, E. P., Sand, S. E., and Funke, E. R. 1985.
“Reflection
Analysis of Non-Linear Regular Waves,” Hydraulics Laboratory Technical Report TR-HY-01, National Research Council of Canada, Ottawa, Canada.
Maoxiang, G., and Zhenquan, Z. 1988. “An Analysis of Second Order Waves in a Wave Tank by 3-Probe Correlation Analysis and by
Square-Low Operation,” Ocean Engineering, Vol 15, No. 4, pp 319343.
Markle, D. G., and Greer, H. C. 1992. “Crescent City Instrumented
Model Dolos Study; Coastal Model Investigation,” Technical Report
CERC-92-15, US Army Engineer Waterways Experiment Station,
Coastal Engineering Research Center, Vicksburg, Mississippi.
Nelson, R. C., and Gonsalves, J. 1990. “A Field Study of Wave Reflections from an Exposed Dissipative Beach,” Coastal Engineering,
Vol 14, pp 457-477.
Nwogu, O. U., Mansard, E. P., Miles, M. D., and Isaacson, M. 1987.
“Estimation of Directional Wave Spectra by the Maximum Entropy
Method,” Proceedings of Wave Analysis and Generation in Laboratory Basins, 22nd Congress International Association for Hydraulic
Research, pp 363-376.
Panicker, N. N., and Borgman, L. E. 1974. “Enhancement of Directional Wave Spectrum Estimates,” Proceedings of the 14th Coastal
Engineering Conference, American Society of Civil Engineers, Vol 1,
pp 258-279.
Peregrine, D. H. 1990. “Theory Versus Measurement,” in Water Wave
Kinematics, A. T0rum and O. T. Gudmestad, Eds., Kluwer Academic
Publishers, The Netherlands, pp 89-101.