Türkçe English Rapor to Course Content
COURSE SYLLABUS
HYDRAULICS IN POROUS MEDIA
1 Course Title: HYDRAULICS IN POROUS MEDIA
2 Course Code: BSM6002
3 Type of Course: Optional
4 Level of Course: Third Cycle
5 Year of Study: 2
6 Semester: 4
7 ECTS Credits Allocated: 6
8 Theoretical (hour/week): 3
9 Practice (hour/week) : 0
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. HAYRETTİN KUŞCU
16 Course Lecturers: Yok
17 Contactinformation of the Course Coordinator: Prof.Dr. Hayrettin KUŞÇU
e-posta : kuscu@uludag.edu.tr
Telefon: 0 224 2941407
Adres: Bursa Uludağ Üniversitesi, Ziraat Fakültesi, Biyosistem Mühendisliği Bölümü, Görükle Kampüsü, 16059, Nilüfer/BURSA
18 Website:
19 Objective of the Course: The objective of the course is to study the advanced theories concerning the statics and dynamics of fluids in porous media and to solve problems in this issue.
20 Contribution of the Course to Professional Development Developing academically on soil-water dynamics and uses this knowledge in scientific studies.
21 Learning Outcomes:
1 identify the elements that constitute the porous medium mathematically;
2 solve problems related to water in the soil;
3 analyze the fluid motion in porous media according to the steady and unsteady state flow assumptions;
4 formulate the basic flow equations in porous media;
5 solve groundwater flow problems by means of analytic, conform transformation (hodograph) and approximate methods;
6 solve groundwater flow problems by means of modeling and analogue methods;
7 solve the problems concerning immiscible fluids;
8 express the hydrodynamic dispersion theory concerning the porous media;
22 Course Content:
Week Theoretical Practical
1 Fluids and porous matrix properties
2 Pressure and piezometric head
3 The fundamental fluid transport equations in porous media
4 The equation of motion of a homogeneous fluid
5 Continuity equation for a homogeneous fluid
6 Conservation equation for a homogeneous fluid
7 Solving boundary and initial value problems
8 Solving boundary and initial value problems
9 Unconfined flow
10 Dupuit-Forchheimer’s assumptions
11 Flow of immiscible fluids
12 Hydrodynamic dispersion
13 Models and analogs
14 Models and analogs
23 Textbooks, References and/or Other Materials: 1. Bear, J., “Dynamics of Fluids in Porous Media”. Department of Civil Engineering. Technion- Israel Institute of Tecnology, Haifa, Dover Publications, Inc., 1988,New York.
2. Gemalmaz, E., “Gözenekli Ortam Hidroliği”. Atatürk Üniversitesi Ziraat Fakültesi Kültürteknik Bölümü Doktora Ders Notları (Basılmamış), 1989, Erzurum.
3. Harr, M. E., “Groundwater and Seepage”. McGraw-Hill Book Company, 1962, New York.
4. Dagan, G., U. Hornung and P. Knabner,
“Mathematical Modeling for Flow and Transport Through Porous Media”. Kluwer academic Publishers, 1991, The Netherlands.
24 Assesment
TERM LEARNING ACTIVITIES NUMBER PERCENT
Midterm Exam 0 0
Quiz 0 0
Homeworks, Performances 0 0
Final Exam 1 100
Total 1 100
Contribution of Term (Year) Learning Activities to Success Grade 0
Contribution of Final Exam to Success Grade 100
Total 100
Measurement and Evaluation Techniques Used in the Course Classic final exam
Information
25 ECTS / WORK LOAD TABLE
Activites NUMBER TIME [Hour] Total WorkLoad [Hour]
Theoretical 14 3 42
Practicals/Labs 0 0 0
Self Study and Preparation 14 7 98
Homeworks, Performances 0 15 15
Projects 0 0 0
Field Studies 0 0 0
Midtermexams 0 0 0
Others 0 0 0
Final Exams 1 25 25
Total WorkLoad 180
Total workload/ 30 hr 6
ECTS Credit of the Course 6
26 CONTRIBUTION OF LEARNING OUTCOMES TO PROGRAMME QUALIFICATIONS
PQ1 PQ2 PQ3 PQ4 PQ5 PQ6 PQ7 PQ8 PQ9 PQ10 PQ11 PQ12
LO1 3 3 2 3 3 2 4 3 3 2 3 3
LO2 3 3 3 3 3 2 4 3 3 2 3 3
LO3 4 4 3 4 3 2 4 3 3 2 3 3
LO4 3 4 3 3 3 2 4 3 3 2 4 4
LO5 3 4 3 4 3 2 4 3 3 2 3 3
LO6 3 4 3 4 3 2 4 3 3 2 4 4
LO7 3 4 3 4 3 2 4 3 3 2 3 4
LO8 3 4 3 4 3 2 4 3 2 2 3 4
LO: Learning Objectives PQ: Program Qualifications
Contribution Level: 1 Very Low 2 Low 3 Medium 4 High 5 Very High
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