ERDC/CHL CHETN-I-70
May 2005
POINTS OF CONTACT: This CHETN was written by Dr. Zeki Demirbilek (Zeki.Demirbilek@
erdc.usace.army.mil), U.S. Army Engineer Research and Development Center, Coastal and
Hydraulics Laboratory, Dr. Alan Zundel (zundel@byu.edu) of the Brigham Young University, and
Dr. Okey Nwogu of the University of Michigan. Questions about this CHETN can be addressed to
Dr. Zeki Demirbilek, (601) 634-2834, Fax (601) 634-4033.
REFERENCES
Demirbilek, Z., Zundel, A.K., and Nwogu, O. (2004). "Graphical interface for the BOUSS-2D wave model in the SMS,"
Coastal and Hydraulics Engineering Technical Note ERDC/CHL CHETN I-69, U.S. Army Engineer Research and
Development Center, Vicksburg, MS.
Nwogu, O. and Demirbilek, Z. (2001). "BOUSS-2D: A Boussinesq wave model for coastal regions and harbors,"
ERDC/CHL TR-01-25, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Saville, T. (1955). "Laboratory data on wave run-up and overtopping on shore structures," Technical Memorandum No.
64, Beach Erosion Board, U.S. Army Corps of Engineers, Washington, DC.
Zundel, A. K. (2005). Surface-water modeling system reference manual, Version 9.0. Brigham Young University
Environmental Modeling Research Laboratory, Provo, UT. (http://www.ems-i.com/SMS/SMS_Overview/
sms_overview.html)
Zundel, A. K., Fugal, A. L., Jones, N. L., and Demirbilek, Z. (1998). "Automatic definition of two-dimensional coastal
finite element domains," Proc. Hydroinformatics 98. V. Babovic and L. C. Larsen, ed., A. A. Balkema, Rotterdam, 693.
NOTE: The contents of this technical note are not to be used for advertising, publication,
or promotional purposes. Citation of trade names does not constitute an official
endorsement or approval of the use of such products.
17
Previous Page
