1 | Course Title: | COMPUTER APPLICATIONS IN HYDRAULICS |
2 | Course Code: | INS4052 |
3 | Type of Course: | Optional |
4 | Level of Course: | First Cycle |
5 | Year of Study: | 4 |
6 | Semester: | 8 |
7 | ECTS Credits Allocated: | 4 |
8 | Theoretical (hour/week): | 2 |
9 | Practice (hour/week) : | 2 |
10 | Laboratory (hour/week) : | 0 |
11 | Prerequisites: | None |
12 | Recommended optional programme components: | None |
13 | Language: | Turkish |
14 | Mode of Delivery: | Face to face |
15 | Course Coordinator: | Prof. Dr. SERDAR KORKMAZ |
16 | Course Lecturers: | |
17 | Contactinformation of the Course Coordinator: |
skorkmaz@uludag.edu.tr 0224 24 09 04 |
18 | Website: | |
19 | Objective of the Course: | To teach the theories behind the hydraulic engineering applications and to do hydraulic design by using the computer programs that are used worldwide. |
20 | Contribution of the Course to Professional Development | To learn the theories behind the hydraulic engineering applications and to be able to perform hydraulic design by using the computer programs that are used worldwide. |
21 | Learning Outcomes: |
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22 | Course Content: |
Week | Theoretical | Practical |
1 | Basic hydraulic principles, terms used in pressurized and open channel flows | Head loss computation in computer |
2 | Friction and local losses in pressurised pipes | Discharge and diameter calculation |
3 | Pipes in series | Equivalent diameter computations for pipes in series; software application |
4 | Pipes in parallel | Equivalent diameter computations for pipes in parallel; software application |
5 | Multi-reservoir systems, junction head calculation | Analysis of multi-reservoir systems using software |
6 | Water distribution networks, Hardy-Cross method | Solutions to water distribution networks using software |
7 | Pumped systems, pumps in series and in parallel, pump curve, pump efficiency | Solutions to pumped water distribution networks, pump head and pressure criteria using software |
8 | Gravity pipelines | Analysis of gravity pipelines using software |
9 | Introduction to open channel flows, flow types | Determination of flow type |
10 | Flows in composite and compound channels | Discharge computations using Manning's Formula |
11 | Concept of specific energy, channel transitions | Water depth computations for channel transitions using HEC-RAS program |
12 | Concept of specific energy, channel transitions | Water depth computations for channel transitions using HEC-RAS program |
13 | Concept of specific force, hydraulic jump | Hydraulic jump computations using HEC-RAS |
14 | Gradually varied flow, flow profiles | GVF computations using HEC-RAS |
23 | Textbooks, References and/or Other Materials: |
1. Computer Applications in Hydraulic Engineering, 7th Edition, Bentley, 2007. 2. Munson Young Okiishi's Fundamentals of Fluid Mechanics, 8th Ed, Wiley, 2016. 3. Fluid Mechanics 9th Ed, ISE, FM White, H Xue, McGraw Hill, 2021 |
24 | Assesment |
TERM LEARNING ACTIVITIES | NUMBER | PERCENT |
Midterm Exam | 1 | 25 |
Quiz | 0 | 0 |
Homeworks, Performances | 2 | 15 |
Final Exam | 1 | 60 |
Total | 4 | 100 |
Contribution of Term (Year) Learning Activities to Success Grade | 40 | |
Contribution of Final Exam to Success Grade | 60 | |
Total | 100 | |
Measurement and Evaluation Techniques Used in the Course | Written exams of numerical and theoretical questions and assignments | |
Information |
25 | ECTS / WORK LOAD TABLE |
Activites | NUMBER | TIME [Hour] | Total WorkLoad [Hour] |
Theoretical | 14 | 2 | 28 |
Practicals/Labs | 14 | 2 | 28 |
Self Study and Preparation | 14 | 2 | 28 |
Homeworks, Performances | 2 | 15 | 30 |
Projects | 0 | 0 | 0 |
Field Studies | 0 | 0 | 0 |
Midtermexams | 1 | 2 | 2 |
Others | 0 | 0 | 0 |
Final Exams | 1 | 2 | 2 |
Total WorkLoad | 118 | ||
Total workload/ 30 hr | 3,93 | ||
ECTS Credit of the Course | 4 |
26 | CONTRIBUTION OF LEARNING OUTCOMES TO PROGRAMME QUALIFICATIONS | ||||||||||||||||||||||||||||||||||||||||||||||||||||
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LO: Learning Objectives | PQ: Program Qualifications |
Contribution Level: | 1 Very Low | 2 Low | 3 Medium | 4 High | 5 Very High |