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Syllabi
Home
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CEE 782/882 Design of Coastal Structures
Lecture 3 hours; 3 credits
Spring Semester, ODU Campus
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| Session |
Spring Session #1 |
| Instructor |
Dr.David R. Basco, Professor, P.E., Ph.D. CEE,
KH Rm. 136 |
| Phone |
(757) 683-3223 |
| Fax |
(757) 683-5354 |
| e-mail |
<basco@cee.odu.edu>
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- Required Textbook:
- None
- References:
- CEM 2000 The Coastal Engineering Manual,
CERC, Corps of Engineers, WES, Vicksburg, MS.
Part I, Part II Hydrodynamics, Part III, Part IV,
Part V Handouts, Part VI
- SPM 1984 The Shore Protection Manual,
Vol.. I, II, CERC, Corps of Engineers, WES, Vicksburg, MS.
- Course Notes
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CEE 782/882 Design of Coastal Structures
Lecture 3 hours; 3 credits
ODU Campus
Spring Session
Today is
| Lec. No. |
Topics |
Readings |
Examples SPM,1984 |
HW |
| CEM 2000 |
SPM 1984 |
| [1][2] |
Introduction, Questions;
Coastal Erosion and Flooding Damages;
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Pope, 1997;
VI2
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| [3][4] |
MLK Holiday -No class;
Site Specific Design ConsiderationsWater levels & Wave Conditions;
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V3, VI3
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No. 1(ACES 1.07) |
| [5],[6] |
(a)Hard Structures - Functional Perform:
Wave Runup and Rundown;
Wave Overtopping;
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Part VI ;
5-1 to 5-3;
5-3 to 5-21;
5-22 to 5-36;
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Regular waves(p. 7-16 to 7-39);
irregular waves(p.7-39 to 7-43);
regular waves(p. 7-43 to 7-58);
irregular waves(p. 7-58 to 7-61);
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Ex. 4, 5;
Ex. 6;
Ex. 7;
Ex. 8;
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No. 2 |
| [7],[8] |
Wave Reflection, Transmission;
Project Assessment and Alternatives;
DP No. 1 Shore Prot. For Cape Henry;
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5-37 to 5-50;
5-51 to 5-60;
Part V;
4-1, 2;
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p. 2-109 to 129;
p. 7-61 to 7-88
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Vol. I, Cht. 1;
Ex. 11, 12, 13, 14, 15, 16, 17;
Ex. 9, 10, 11, 12, 13 in Vol II, Cht 7;
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No. 3 |
| [9],[10] |
(b) Hard Structures - Structural Perform:
Static Design (FBD) Bulkheads Seawalls;
Wave Forces on Vertical Walls;
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5-125 to 5-131;
5-131 to 5-143;
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Nonbreaking(p. 7-161 to 7-180);
breaking/broken(p. 7-180 to 7-202);
geotechnical forces(p. 7-256 to 7-260);
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Ex. 31, 32, 33, 34, 35, 36, 37
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No. 4 |
| [11],[12] |
Vertical Wave Barriers, Misc. Topics;
Materials, Summary;
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5-144 to 5-154;
VI 4 all;
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Review HW. |
| [13],[14] |
EXAMINATION NO. 1 Hard Structures;
Beach Protection / Stabilization Structures;
(a) Moderation - Functional Performance;
Wave Diffraction (Wave Transformation);
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Part II
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No. 5 |
| [15],[16] |
Concept of Minimum Dry Beach;
Planform Design, Groin Fields, Nearshore;
BreakwatersPlanform Design, Headlands, Sills;
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Chasten et al. 1993;
Hardanay et al. 1991;
Silvester, 1972;
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p. 5-35 to 5-56;
p. 5-58 to 5-74;
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Ex. No. 3, 4
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No. 6 |
| SPRING BREAK |
| [17],[18] |
(b) Moderation - Structural Peformance:
Introduction, Design of Rubble Mound Str;
(Amour Layer Stability);
Cross-section Design, Damage Curves;
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Part VI ;
5-60 to 5-70;
5-71 to 5-94;
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7-202 to 7-225;
7-226 to 7-249;
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Ex. No 38, 39
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No. 7 |
| [19],[20] |
Filter Layer Stability, Structural Integuity of Concrete;
Amour Units;
Toe Stability and Protection;
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5-94 to 5-98;
5-98 to 5-11;
35-113 to 5-125;
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7-240 to 7-242;
7-242 to 7-242;
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No. 8 |
| [21],[22] |
Foundation Loads, Construction Methods;
Summary, DP No. 9 Cape Henry Shore Protection;
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5-172 to 5-215
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| [23],[24] |
EXAMINATION NO. 2 Moderation Structures;
Risk Analysis and Proj. Optimization;
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Part VI ;
6-1 to 6-15;
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| [25],[26] |
Probability Analysis, Uncertainty, Safety Factors;
Risk Analysis and Proj. Optimization;
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6-15 to 6-24;
6-24 to 6-53;
Part V;
2-14 to 2-19;
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| [27],[28] |
Planning and Design Process Benefit/Cost Analysis;
Design of Pile Supported Structures (Theory);
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Part V Cht 2
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Nonbreaking Waves(P 7-100 to 7-157)
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Ex. No 16 to 30
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| [29],[30] |
Wave Breaking Forces and Moments Design Curves;
SUMMARY, Review for FINAL EXAM;
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Breaking Waves;
7-157 to 7-160;
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FINAL EXAMINATION
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