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Syllabi
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| Course |
CEE 440/540 Hydraulic Engineering
Lecture 3 hours; 3 credits
Spring Semester, ODU Campus
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| Session |
Spring Session #1 |
| Instructor |
Dr. A. Osman Akan, Professor,
KH 135 |
| Phone |
(757) 683-3757 |
| Fax |
(757) 683-5354 |
| e-mail |
<oakan@odu.edu>
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- Required Textbook:
- Roberson, Cassidy, and Chaudhry,
Hydraulic Engineeering, 2nd edition, John Wiley and Sons, Inc.
- References:
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None
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The best of the following combinations will be used to determine the
course grade for each individual:
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Test 1 (%) |
Test 2 (%) |
Final (%) |
Projects (%) |
Total (%) |
| 1 |
20 |
20 |
30 |
30 |
100 |
| 2 |
25 |
25 |
30 |
20 |
100 |
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Honor Code
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All exams and projects that are turned in for credit should contain
either the honor code pledge written out completely, or the words,
"honor pledge" or "pledge" written next to your signature. Collaboration
with others is permissible on homework assignments only.
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Attendance Policy
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Attendance is not required, but strongly recommended since absences can
have a negative effect on the student's learning and performance. Also,
a student must be present for all tests and examinations.
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CEE 440/540 Hydraulic Engineering
Lecture 3 hours; 3 credits
ODU Campus
Spring Semester
Today is
| Class |
Topics |
Book Sectionsand Pages |
| 1 |
Inroduction |
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| 2 |
Steady Uniform Open-Channel Flow |
4.1-4.2, pp 156-172 |
| 3 |
Holiday |
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| 4 |
Specific Energy, Critical Flow, Jump |
4.3, pp 173-179 and pp 187-192 |
| 5 |
Non-Uniform Open-Channel Flow |
4.3, pp 179-186 |
| 6 |
Non-Uniform Open-Channel Flow |
4.4, pp 192-201 |
| 7 |
Non-Uniform Open-Channel Flow |
4.4, pp 192-201 |
| 8 |
Flood Plain Delineation |
9.3-9.4 pp. 482-490 |
| 9 |
Flood Plain Encroachment |
9.5, pp.490-493 |
| 10 |
Design of Rigid Boundary Open Channels |
Handouts |
| 11 |
Design of Erodible Open Channels |
Handouts |
| 12 |
Culverts and Bridge Openings |
7.2, pp. 349-358 and handouts |
| 13 |
Design of Culverts |
7.2, pp. 349-358 and handouts |
| 14 |
HEC-RAS Computer Model |
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| 15 |
Review |
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| 16 |
TEST 1 |
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| 17 |
Holiday |
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| 18 |
Holiday |
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| 19 |
Spillways
| 7.3, pp. 358-372 |
| 20 |
Steady Closed Conduit Flow
| 5.1-5.3, pp. 223-242 |
| 21 |
Pumped Lines
| 8.3-8.10, pp.417-438 |
| 22 |
Pumped Lines
| 8.3-8.10, pp. 417-438 |
| 23 |
Water Hammer
| 11.1-11.5, pp. 550-560 |
| 24 |
Water Hammer Control
| 11.11-11.12, pp.578-582, handouts |
| 25 |
Water Hammer Computer Program
| 11.6-11.10, pp. 561-578 |
| 26 |
Design of Pipelines |
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| 27 |
Design of Manifolds and Wastewater Diffusers |
5.5, pp. 245-250 and 7.8, pp.396-404 |
| 28 |
Spillways |
7.3, pp.358-372 |
| 29 |
Review |
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| 30 |
Test 2 |
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| 31 |
Review |
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| 32 |
FINAL EXAM |
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