Undergraduate Course: Hydraulic Engineering 4 (CIVE10006)
Course Outline
School | School of Engineering |
College | College of Science and Engineering |
Course type | Standard |
Availability | Available to all students |
Credit level (Normal year taken) | SCQF Level 10 (Year 4 Undergraduate) |
Credits | 10 |
Home subject area | Civil |
Other subject area | None |
Course website |
None |
Taught in Gaelic? | No |
Course description | This course is intended to develop the theoretical concepts of unsteady flow in pipes and open channels. |
Entry Requirements (not applicable to Visiting Students)
Pre-requisites |
Students MUST have passed:
Fluid Mechanics (Civil) 3 (CIVE09014)
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Co-requisites | |
Prohibited Combinations | |
Other requirements | None |
Additional Costs | None |
Information for Visiting Students
Pre-requisites | A clear understanding of steady open channel flow hydraulics and steady flow in pressure pipes and pipe networks; an engineering/mathematical background. |
Displayed in Visiting Students Prospectus? | Yes |
Course Delivery Information
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Delivery period: 2013/14 Semester 1, Available to all students (SV1)
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Learn enabled: Yes |
Quota: None |
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Web Timetable |
Web Timetable |
Course Start Date |
16/09/2013 |
Breakdown of Learning and Teaching activities (Further Info) |
Total Hours:
100
(
Lecture Hours 20,
Seminar/Tutorial Hours 10,
Programme Level Learning and Teaching Hours 2,
Directed Learning and Independent Learning Hours
68 )
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Additional Notes |
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Breakdown of Assessment Methods (Further Info) |
Written Exam
100 %,
Coursework
0 %,
Practical Exam
0 %
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Exam Information |
Exam Diet |
Paper Name |
Hours & Minutes |
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Main Exam Diet S1 (December) | Hydraulic Engineering 4 | 2:30 | | Resit Exam Diet (August) | Hydraulic Engineering 4 | 2:30 | |
Summary of Intended Learning Outcomes
By the end of the course the student should be able to:
demonstrate a knowledge of the application of the principles of continuity and momentum to pipe flow;
understand solution of the equations of unsteady pipe flow by the method of characteristics, including finite difference approaches;
incorporate a range of boundary conditions in unsteady pipe-flow problems;
analyse unsteady flow problems in simple pipe networks;
analyse problems of mass oscillation and surge tank design;
demonstrate a knowledge of the derivation of the St Venant equations, and their range of applicability;
demonstrate a knowledge of appropriate simplifications to the St Venant equations and of circumstances under which these might be used;
understand the basics of flood routing and unsteady gradually varied flow;
analyse simple rapidly varied unsteady flow problems;
analyse a simple dam break problem;
understand the solution, to first-order accuracy, of rapidly varied channel-flow and dam break problems by the method of characteristics;
have a basic understanding of waves in coastal regions
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Assessment Information
The assessment will be made on the basis of:
Degree examination 100%. This will take place in a computing lab.
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Special Arrangements
None |
Additional Information
Academic description |
Not entered |
Syllabus |
Unsteady flow in Pipes
Solving PDEs - Method of Characteristics applied to Unsteady Flow in Pipes
Surge Tanks
Unsteady flow in Open Channels - the St Venant Equations
Gradually Varied Unsteady Flow - Flood Routing Methods
Rapidly Varied Unsteady Flow - Surge and Dam Break
Method of Characteristics applied to Unsteady Flow in Channels
Coastal Waves - Linear Wave Theory, Shoaling and Refraction
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Transferable skills |
Not entered |
Reading list |
Chadwick, Morfett and Borthwick, Hydraulics in Civil and Environmental Engineering, 4th edition, SPON Press 2004. |
Study Abroad |
Not entered |
Study Pattern |
Not entered |
Keywords | Unsteady Flow; Open Channels; Pipes |
Contacts
Course organiser | Dr Martin Crapper
Tel: (0131 6)50 5727
Email: Martin.Crapper@ed.ac.uk |
Course secretary | Mr Craig Hovell
Tel: (0131 6)51 7080
Email: c.hovell@ed.ac.uk |
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© Copyright 2013 The University of Edinburgh - 13 January 2014 3:42 am
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