FACULTY OF ENGINEERING
GEOLOGICAL ENGINEERING
Course Name   WELL HYDRAULICS
Semester Course Code Theoretical / Practice time ECTS
7 1207715 1,00 / 2,00 3,00
Course Degree Bachelor's degree
Course Language Turkish
Format of Delivery: Face to Face
Course Coordinator Assist. Prof. Dr. A. Ferat BAYRAM
Coordinator e-mail fbayram selcuk.edu.tr
Instructors
Yrd. Doç. Dr. Ali Rıza SÖĞÜT
Asistant Instructors
Course Objectives Finding reliable values of the hydraulic acteristics of aquifers for types of aquifers by the pumping tests, and also determination of well efficiency. Hence it was the primary objective of this course to bring together and describe various methods of analyzing pumping test data scattered over many scientific journals and sometimes written in different languages.
Basic Sciences Engineering Scinces Social Sciences Educational Sciences Artistic sciences Medical Science Agricultural sciences
30 70 0 0 0 0 0
Course Learning Methods and Techniquies
Presentations and solving of problems
Week Course Content Resource
1 INTRODUCTION AND DEFINITION: Aquifer Types, Pumping Tests, Selection of Test Site, Disging Well, Selection of The Pump, Disge of Pumped Water, Observation Well (Piezometers), Number of Piezometers, Distance of The Piezometers, Dept of The Piezometers, Construction of The Piezometers, Performance of A Pomping Test, Water Level Measurements, Disharge Rate Measurements, Duration of The Pumping Test. Kruseman, G. P. And Ridder, N.A., (1983), Analysis and evaluation of pumping test data, International Institute for Land Reclamation and Imprıvement/ILRI, p. 200, Wageningen.
2 BERNOULLİ EQUATION, DARCY LAW AND DRENAGE CHANNEL: Bernoulli Equation According to The Conservation of Energy, Parameters of Darcy Law, Darcy Law Comparison With The Aquifer, The Aquifer Characteristics Are Finded by Drenage Channel. Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
3 WATER WELLS, STEADY- STATE FLOW: Confined Aquifer, Flow Toward A Fully Penetrating Well, Transmisivity and Hydraulic Conductivity, Radius of Well Influence. Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
4 WATER WELLS, STEADY- STATE FLOW: Well Loss, Well Efficiency, Unconfined Aquifer, Hydraulic Conductivity. Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
5 WATER WELLS, STEADY- STATE FLOW: Position of The Water Table, Unconfined Aquifer with Infiltration. Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
6 WATER WELLS, STEADY- STATE FLOW: Wells Near Boundary Conditions. Kruseman, G. P. And Ridder, N.A., (1983), Analysis and evaluation of pumping test data, International Institute for Land Reclamation and Imprıvement/ILRI, p. 200, Wageningen.
7 WATER WELLS, TRANSIENT FLOW: Confined, Non-Leaky Aquifer, The Teis Method. Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
8 WATER WELLS, TRANSIENT FLOW: The Cooper- Jacob Method, Drawdown Versus Ratio Of Time And Square Distance, Drawdown Versus Time, Drawdown Versus Distance, Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
9 WATER WELLS, TRANSIENT FLOW: Method of Recovery, Residual Drawdawn Versus Ratio t/t', Calculated Recovery Versus t'. Kresic, N., (1997), Quantitative solution in hydrogeology and groundwater modeling, CRC Lewis Publishers, New York, 461 p.
10 Exam
11 WATER WELLS, TRANSIENT FLOW: Varying Pumping Rate, Leaky Confined Aquifer. Kruseman, G. P. And Ridder, N.A., (1983), Analysis and evaluation of pumping test data, International Institute for Land Reclamation and Imprıvement/ILRI, p. 200, Wageningen.
12 WATER WELLS, TRANSIENT FLOW: Unconfined Aquifer With Delayed Gravity Response. Butler, J. J. (1998), The Design, Performance, and Analysis of Slug Tests, Lewis Publishers, New York.
13 SLUG TEST: Cooper-Bredehoeft-Papadopulos Method for Confined Aquifer. Butler, J. J. (1998), The Design, Performance, and Analysis of Slug Tests, Lewis Publishers, New York.
14 SLUG TEST: Hvorslev Slug Test Method for Confined Aquifer. Butler, J. J. (1998), The Design, Performance, and Analysis of Slug Tests, Lewis Publishers, New York.
15 SLUG TEST: Bouwer-Rıce Method for U Butler, J. J. (1998), The Design, Performance, and Analysis of Slug Tests, Lewis Publishers, New York.
Assesment Criteria   Mid-term exam Final exam
  Quantity Percentage Quantity Percentage  
Term Studies : - - - -
Attendance / Participation : - - - -
Practical Exam : - - - -
Special Course Exam : - - - -
Quiz : - - - -
Homework : - - - -
Presentations and Seminars : - - - -
Projects : - - - -
Workshop / Laboratory Applications : - - - -
Case studies : - - - -
Field Studies : - - - -
Clinical Studies : - - - -
Other Studies : - - - -
Mid-term exam   1 40 - -
Final exam   - - 1 60
ECTS WORK LOAD TABLE   Number Duration
Course Duration : 14 3
Classroom Work Time : - -
Presentations and Seminars : - -
Course Internship : - -
Workshop / Laboratory Applications : - -
Field Studies : - -
Case studies : - -
Projects : - -
Homework : 1 13
Quiz : - -
Mid-term exam : 1 15
Final Exam : 1 20
ECTS 3
No COURSE LEARNING OUTCOMES CONTRIBUTION
D.Ö.Ç. 1 The setting of the hydraulic connection between the well and underground water 3
D.Ö.Ç. 2 Determination of the aquifer and the aquifer conditions 3
D.Ö.Ç. 3 Choosing of well''s location and determination of well''s design 3
D.Ö.Ç. 4 Determination of the aquifer's acteristics 4
D.Ö.Ç. 5 Choosing of appropriate methods according to the acteristics of the aquifer 3
D.Ö.Ç. 6 The effect of geologic structure on the acteristics of the aquifer 3
D.Ö.Ç. 7 Finding the parameters that affect on well yield 2
D.Ö.Ç. 8 Applying of cheap and practical techniques of wells 3
D.Ö.Ç. 9 Relationship between the production of wells and water management 2
D.Ö.Ç. 10 Protection of aquifers and water budget 2
* 1: Zayıf - 2: Orta - 3: İyi - 4: Çok İyi
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