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JLJ5550 | Advanced Techniques and Methods | 3+0+0 | ECTS:7.5 | Year / Semester | Fall Semester | Level of Course | Second Cycle | Status | Elective | Department | DEPARTMENT of GEOLOGICAL ENGINEERING | Prerequisites and co-requisites | None | Mode of Delivery | Face to face | Contact Hours | 14 weeks - 3 hours of lectures per week | Lecturer | -- | Co-Lecturer | None | Language of instruction | Turkish | Professional practise ( internship ) | None | | The aim of the course: | Verifying pumping tests according to the aquifers hydrodynamic types will be discussed. |
Programme Outcomes | CTPO | TOA | Upon successful completion of the course, the students will be able to : | | | PO - 1 : | Will be able to describe types of flow equations | 1,4,5 | 1,3 | PO - 2 : | Will be able to interprate Pumping tests, methods of analyzing pumping test data | 1,4,5,7 | 1,3 | PO - 3 : | Will be able to calculte hydraulic parameter steady- state flow in confined and semi-confined aquifers | 1,4,5,14 | 1,3 | PO - 4 : | Will be able to calculte hydraulic parameter Unsteady- state flow in unconfined aquifers with delayed yield and semi-unconfined aquifers | 1,4,5,14 | 1,3 | PO - 5 : | Will be able to calculte hydraulic parameter one or more boundaries aquifers | 1,4,5,14 | 1,3 | PO - 6 : | Will be able to calculte hydraulic parameter using large diameter water wells | 1,4,5,11,14 | 1,3 | CTPO : Contribution to programme outcomes, TOA :Type of assessment (1: written exam, 2: Oral exam, 3: Homework assignment, 4: Laboratory exercise/exam, 5: Seminar / presentation, 6: Term paper), PO : Learning Outcome | |
Introduction (Darcy's law) Aquifer types, hydraulic characteristics of aquifersTypes of flow equationsPumping tests, methods of analyzing pumping test dataSteady- state flow in confined and semi-confined aquifersUnsteady- state flow in unconfined aquifers with delayed yield and semi-unconfined aquifers Aquifers limited by one or more boundariesAnisotropic aquifers, wedge-shaped aquifers, sloping aquifers, aquifers pumped at a variable discharge rate, partially penetrated aquifersTwo layered semi-confined aquifers, approximation methods |
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Course Syllabus | Week | Subject | Related Notes / Files | Week 1 | Introduction (Darcy's law) | | Week 2 | Aquifer types, hydraulic characteristics of aquifers | | Week 3 | Pumping tests, methods of analyzing pumping test data | | Week 4 | Steady- state flow in confined and semi-confined aquifers | | Week 5 | Unsteady- state flow in unconfined aquifers with delayed yield | | Week 6 | Semi-unconfined aquifers | | Week 7 | Aquifers limited by one or more boundaries | | Week 8 | Anisotropic aquifers | | Week 9 | Mid-term exam | | Week 10 | Wedge-shaped aquifers | | Week 11 | Sloping aquifers | | Week 12 | Aquifers pumped at a variable discharge rate | | Week 13 | Partially penetrated aquifers | | Week 14 | Two layered semi-confined aquifers | | Week 15 | Approximation methods | | Week 16 | End-of-term exam | | |
1 | Dilek, R., 1999; Hidrojeolojide Pompaj Deney Verilerinin Analizi ve Değerlendirilmesi, KTÜ Mühendislik Fakültesi, Trabzon. | | |
1 | Dumlu, O., Yalçın, H, T., Bozkurtoğlu, E, 2006; Yeraltısuyu Jeolojisi ve Hidroliği, Literatür Yayıncılık, İstanbul | | 2 | Erguvanlı, K., Yüzer E, 1987; Yeraltısuları Jeolojisi, İTÜ yayınları, İstanbul. | | |
Method of Assessment | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | Mid-term exam | 9 | | 1 | 30 | In-term studies (second mid-term exam) | 13 | | 1 | 20 | End-of-term exam | 16 | | 2 | 50 | |
Student Work Load and its Distribution | Type of work | Duration (hours pw) | No of weeks / Number of activity | Hours in total per term | Yüz yüze eğitim | 3 | 14 | 42 | Sınıf dışı çalışma | 8 | 14 | 112 | Laboratuar çalışması | 0 | 0 | 0 | Arasınav için hazırlık | 12 | 1 | 12 | Arasınav | 2 | 1 | 2 | Uygulama | 0 | 0 | 0 | Klinik Uygulama | 0 | 0 | 0 | Ödev | 10 | 4 | 40 | Proje | 0 | 0 | 0 | Kısa sınav | 0 | 0 | 0 | Dönem sonu sınavı için hazırlık | 15 | 1 | 15 | Dönem sonu sınavı | 4 | 1 | 4 | Diğer 1 | 0 | 0 | 0 | Diğer 2 | 0 | 0 | 0 | Total work load | | | 227 |
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