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COURSE INFORMATION
Course CodeCourse TitleL+P HourSemesterECTS
INS 512HYDRAULIC TRANSIENTS3 + 02nd Semester7,5

COURSE DESCRIPTION
Course Level Master's Degree
Course Type Elective
Course Objective To provide information about transient flows which hydraulic parameters are varied by time.
Course Content Ossilatory Motion For Ideal and Real Fluid Cases. Integration of Equations With Finite Differences Methods. Surge Tanks. Regulation Equation. Unsteady Motion in Penstocks. Water Hammer. Solution of Equations, Method of Characteristics. Allievi Equations, Boundary Characteristics in Steady and Unsteady Cases. Pipes With Varying Characteristics, Unsteady Motions in Free Water Surface Flows. Linear Theory. Non Linear Theories. Aperiodical Motions in Channels. De Saint Venant Equations and Solution Methods. Impact of Bottom Slope and Friction. Wave Breaking. Water Hammer Phenomena. Suddenly Varying Motions in Channels. Positive and Negative Waves. Determination of Flood Wave Deformation on Rivers and in Lakes. Hydrological and Hydraulic Determination Methods. .
Prerequisites No the prerequisite of lesson.
Corequisite No the corequisite of lesson.
Mode of Delivery Face to Face

COURSE LEARNING OUTCOMES
1Will be able to know basic equations of transient flows.
2Will be able to calculate waterhammer in hydraulic systems.
3 Will be able to know controlling hydraulic transients.
4Will be able to calculate oscillations in surge tanks.
5Will be able to calculate wave propagation in free surface flows.

COURSE'S CONTRIBUTION TO PROGRAM
PO 01PO 02PO 03PO 04PO 05PO 06PO 07PO 08PO 09PO 10PO 11
LO 0014 32 12  4 
LO 0024 32 12  4 
LO 0034 32 12  4 
LO 0044 32 12  4 
LO 0054 32 12  4 
Sub Total20 1510 510  20 
Contribution40320120040

ECTS ALLOCATED BASED ON STUDENT WORKLOAD BY THE COURSE DESCRIPTION
ActivitiesQuantityDuration (Hour)Total Work Load (Hour)
Course Duration (14 weeks/theoric+practical)14342
Hours for off-the-classroom study (Pre-study, practice)14342
Assignments23060
Mid-terms12525
Final examination12626
Total Work Load

ECTS Credit of the Course






195

7,5
COURSE DETAILS
 Select Year   


 Course TermNoInstructors
Details 2023-2024 Spring1ABDULLAH CEM KOÇ
Details 2022-2023 Fall1ABDULLAH CEM KOÇ
Details 2020-2021 Spring1ABDULLAH CEM KOÇ
Details 2020-2021 Fall1ABDULLAH CEM KOÇ
Details 2019-2020 Spring1ABDULLAH CEM KOÇ
Details 2017-2018 Fall1ABDULLAH CEM KOÇ
Details 2015-2016 Spring1ABDULLAH CEM KOÇ
Details 2015-2016 Fall1ABDULLAH CEM KOÇ
Details 2014-2015 Spring1ABDULLAH CEM KOÇ
Details 2014-2015 Fall1ABDULLAH CEM KOÇ
Details 2013-2014 Spring1ABDULLAH CEM KOÇ
Details 2013-2014 Fall1ABDULLAH CEM KOÇ
Details 2012-2013 Spring1ABDULLAH CEM KOÇ
Details 2011-2012 Spring1ABDULLAH CEM KOÇ
Details 2009-2010 Fall1ABDULLAH CEM KOÇ


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Course Details
Course Code Course Title L+P Hour Course Code Language Of Instruction Course Semester
INS 512 HYDRAULIC TRANSIENTS 3 + 0 1 Turkish 2023-2024 Spring
Course Coordinator  E-Mail  Phone Number  Course Location Attendance
Prof. Dr. ABDULLAH CEM KOÇ a_c_koc@pau.edu.tr MUH B0112 %70
Goals To provide information about transient flows which hydraulic parameters are varied by time.
Content Ossilatory Motion For Ideal and Real Fluid Cases. Integration of Equations With Finite Differences Methods. Surge Tanks. Regulation Equation. Unsteady Motion in Penstocks. Water Hammer. Solution of Equations, Method of Characteristics. Allievi Equations, Boundary Characteristics in Steady and Unsteady Cases. Pipes With Varying Characteristics, Unsteady Motions in Free Water Surface Flows. Linear Theory. Non Linear Theories. Aperiodical Motions in Channels. De Saint Venant Equations and Solution Methods. Impact of Bottom Slope and Friction. Wave Breaking. Water Hammer Phenomena. Suddenly Varying Motions in Channels. Positive and Negative Waves. Determination of Flood Wave Deformation on Rivers and in Lakes. Hydrological and Hydraulic Determination Methods. .
Topics
WeeksTopics
1 Basic differential equations of transient flows
2 Basic differential equations of transient flows
3 Solution by characteristics method
4 Solution by characteristics method
5 Boundary conditions and system elements
6 Boundary conditions and system elements
7 Transients caused by centrifugal pumps
8 Transients caused by centrifugal pumps
9 Methods for controlling transients
10 Methods for controlling transients
11 Oscillations in surge tanks
12 Oscillations in surge tanks
13 Open channel transient flow
14 Open channel transient flow
Materials
Materials are not specified.
Resources
ResourcesResources Language
Wylie, E. B.; Streeter, V. L., “Fluid Transients”, McGraw Hill, 1978.English
Chaudhry, M. H., “Applied Hydraulic Transients”, Van Nostrand Reinhold, 1979.English
Larock, B. E.; Jeppson, R. W.; Watters, G. Z., "Hydraulics of Pipeline Systems", CRC Press, 2000.English
Ünsal, İ., "Değişken Akımların Hidroliği", Matbaa Teknisyenleri Basımevi, 1978.Türkçe
Course Assessment
Assesment MethodsPercentage (%)Assesment Methods Title
Final Exam50Final Exam
Midterm Exam50Midterm Exam
L+P: Lecture and Practice
PQ: Program Learning Outcomes
LO: Course Learning Outcomes