Civil Engineering
Course Details
KTO KARATAY UNIVERSITY
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
| Course Code | Course Name | Year | Period | Semester | T+A+L | Credit | ECTS |
|---|---|---|---|---|---|---|---|
| 05350017 | Hydraulics | 3 | Autumn | 5 | 4+0+0 | 4 | 5 |
| Course Type | Compulsory |
| Course Cycle | Bachelor's (First Cycle) (TQF-HE: Level 6 / QF-EHEA: Level 1 / EQF-LLL: Level 6) |
| Course Language | Turkish |
| Methods and Techniques | - |
| Mode of Delivery | Face to Face |
| Prerequisites | - |
| Coordinator | - |
| Instructor(s) | Prof. Mehmet Faik SEVİMLİ |
| Instructor Assistant(s) | - |
Course Instructor(s)
| Name and Surname | Room | E-Mail Address | Internal | Meeting Hours |
|---|---|---|---|---|
| Prof. Mehmet Faik SEVİMLİ | A-Z25 | [email protected] | 7486 |
Course Content
Laminar and turbulent flows, Calculation of head losses in pressurised flows, Solution of piping systems, Free surface flows, Specific energy, Non-uniform flows.
Objectives of the Course
To provide the use of the basic equations of pressurized flows in engineering applications. To give the basic equations of free surface flows and engineering applications.
Contribution of the Course to Field Teaching
| Basic Vocational Courses | |
| Specialization / Field Courses | X |
| Support Courses | |
| Transferable Skills Courses | |
| Humanities, Communication and Management Skills Courses |
Relationships between Course Learning Outcomes and Program Outcomes
| Relationship Levels | ||||
| Lowest | Low | Medium | High | Highest |
| 1 | 2 | 3 | 4 | 5 |
| # | Program Learning Outcomes | Level |
|---|---|---|
| P1 | Adequate knowledge in mathematics, science and related engineering discipline accumulation; theoretical and practical knowledge in these areas, complex engineering the ability to use in problems | 5 |
| P2 | Ability to identify, formulate, and solve complex engineering problems; ability to select and apply appropriate analysis and modeling methods for this purpose. | 5 |
Course Learning Outcomes
| Upon the successful completion of this course, students will be able to: | |||
|---|---|---|---|
| No | Learning Outcomes | Outcome Relationship | Measurement Method ** |
| O1 | Calculates head losses in pressure piping systems, solves flow, loss, pressure and size problems for multiple piping systems connected in series and parallel. | P.1.70 | 1,3 |
| O2 | Knows the definition of specific energy, and from this definition, examines the relations between energy - water height and flow - water height. | P.1.71 | 1,3 |
| O3 | Makes the calculation of multiple reservoir systems. | P.2.21 | 1,3 |
| O4 | Makes network solution. | P.2.22 | 1,3 |
| O5 | Designs open channels by applying the laws of conservation of mass, energy and momentum in open channels. | P.2.23 | 1,3 |
| O6 | Knows the relationship between critical depth, maximum flow rate and minimum energy in non-uniform open channel flows, calculates the unknowns in any flow regime, and creates the water surface profile. | P.2.24 | 1,3 |
| ** Written Exam: 1, Oral Exam: 2, Homework: 3, Lab./Exam: 4, Seminar/Presentation: 5, Term Paper: 6, Application: 7 | |||
Weekly Detailed Course Contents
| Week | Topics |
|---|---|
| 1 | Laminar and Turbulent Flows |
| 2 | Friction factor in pressurized flows |
| 3 | Minor and head losses in pressure pipes |
| 4 | Flow, head loss, pressure calculations in parallel and series connected pipes |
| 5 | Hydraulic calculations of multiple chambers |
| 6 | Hydraulic calculations of transmission lines |
| 7 | Hyraulic solutions of water network |
| 8 | General Properties of Open Channel Flow: Pressure and Velocity Distribution. |
| 9 | Solution of open channel problems and channel design for uniform flows |
| 10 | Specific Energy; energy-water height and flow-water height relations |
| 11 | Hydraulic calculations of non-uniform flows |
| 12 | Relationship between critical depth, maximum flow and minimum energy in non-uniform intakes |
| 13 | Drawing the longitudinal profile of the water surface in non-uniform flows |
| 14 | channel control structures |
Textbook or Material
| Resources | Schaum's Outline Series, Fluid Mechanics and Hydraulics, Ranald V. Giles, 2009 |
Evaluation Method and Passing Criteria
| In-Term Studies | Quantity | Percentage |
|---|---|---|
| Attendance | - | - |
| Laboratory | - | - |
| Practice | - | - |
| Homework | 1 | 10 (%) |
| Presentation | - | - |
| Projects | - | - |
| Quiz | - | - |
| Midterms | 1 | 40 (%) |
| Final Exam | 1 | 60 (%) |
| Total | 110 (%) | |
ECTS / Working Load Table
| Quantity | Duration | Total Work Load | |
|---|---|---|---|
| Course Week Number and Time | 14 | 4 | 56 |
| Out-of-Class Study Time (Pre-study, Library, Reinforcement) | 14 | 2 | 28 |
| Midterms | 1 | 30 | 30 |
| Quiz | 0 | 0 | 0 |
| Homework | 1 | 10 | 10 |
| Practice | 0 | 0 | 0 |
| Laboratory | 0 | 0 | 0 |
| Project | 0 | 0 | 0 |
| Workshop | 0 | 0 | 0 |
| Presentation/Seminar Preparation | 0 | 0 | 0 |
| Fieldwork | 0 | 0 | 0 |
| Final Exam | 1 | 30 | 30 |
| Other | 0 | 0 | 0 |
| Total Work Load: | 154 | ||
| Total Work Load / 30 | 5,13 | ||
| Course ECTS Credits: | 5 | ||
Course - Learning Outcomes Matrix
| Relationship Levels | ||||
| Lowest | Low | Medium | High | Highest |
| 1 | 2 | 3 | 4 | 5 |
| # | Learning Outcomes | P1 | P2 |
|---|---|---|---|
| O1 | Calculates head losses in pressure piping systems, solves flow, loss, pressure and size problems for multiple piping systems connected in series and parallel. | 5 | - |
| O2 | Knows the definition of specific energy, and from this definition, examines the relations between energy - water height and flow - water height. | 5 | - |
| O3 | Makes the calculation of multiple reservoir systems. | - | 5 |
| O4 | Makes network solution. | - | 5 |
| O5 | Designs open channels by applying the laws of conservation of mass, energy and momentum in open channels. | - | 5 |
| O6 | Knows the relationship between critical depth, maximum flow rate and minimum energy in non-uniform open channel flows, calculates the unknowns in any flow regime, and creates the water surface profile. | - | 5 |