December, 2006
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1
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Promotion recommendations due - College
Committee to
Dean.
Deadline for graduate applications for admission in Spring
2007 (some departments have earlier deadline).
University of Delaware Research Foundation (UDRF)
Abstract with commitment of match due - Dean to OVPR.
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| 4 |
Sabbatical leave actions - Provost to Individual
Faculty Senate Meeting, 104 Gore Hall, 4:00 PM.
RSVP deadline for Department Holiday Party at Dr. and Mrs.
Chajes' home - respond to Marikka.
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| 6 |
Last day of Fall 2006 classes.
Structures, Mechanics and Geotechnical Engineering
Seminars in 350 dupont Hall, 3:30 PM.
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| 7 |
Reading Day, no
examinations scheduled.
Department Holiday Party at Dr. and Mrs. Chajes' home,
4:00-7:30 PM
|
| 8 |
Fall 2006 final
examinations begin; Faculty must post
grades on-line in UDSIS within 72 hours after scheduled
examination or last class meeting when no examination
is scheduled.
CEE Faculty Search Meeting, 302, DuPont Hall, 9:30 AM
CEE Faculty Meeting, 302 DuPont Hall, 10:00 AM.
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| 9-10 |
Reading Days, no
examinations scheduled.
College of Engineering Holiday Party, Blue and Gold Club,
5:00 - 7:00 PM |
| 11 |
Board of Trustees
Meeting, 3:00 PM |
| 15 |
Final examinations
for Fall 2006 end.
Lucille's Retirement Farewell, 302 DuPont Hall, 2:00 - 4:30
PM.
Donuts with Dean Kaler, CCM, 10:00 AM.
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| 16 |
Deadline for submission of advanced degree
applications
for graduate degrees to be conferred in Winter 2006.
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| 22 |
Holiday Break,
University offices closed, reopen on
Tuesday, Jan. 2, 2007.
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January, 2006
February, 2006
March, 2006
April, 2006
May, 2006
June, 2006
July, 2006
August, 2006
September, 2006
October, 2006
November, 2006
Department of Civil and Environmental Engineering
University of Delaware | Newark, DE 19716-3120
phone: 302-831-2442 | e-mail CEE | fax: 302-831-3640
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Highlights |
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Swash zone shear stresses
Here, narrow regions of high onshore directed stress are observed to occur alternately between broad regions of smaller magnitude offshore-directed stress provided by skewed wave motions in the surf zone. Variations in the stress magnitude are also observed along the wave propagation direction and are related to the variations in wave dissipation at the bed and likely a lower-frequency wave component in the wave basin.
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