Muutke küpsiste eelistusi

E-raamat: Aquifer Test Solutions: A Practitioner's Guide with Algorithms Using ANSDIMAT

  • Formaat: PDF+DRM
  • Ilmumisaeg: 01-Dec-2016
  • Kirjastus: Springer International Publishing AG
  • Keel: eng
  • ISBN-13: 9783319434094
  • Formaat - PDF+DRM
  • Hind: 135,23 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
  • Formaat: PDF+DRM
  • Ilmumisaeg: 01-Dec-2016
  • Kirjastus: Springer International Publishing AG
  • Keel: eng
  • ISBN-13: 9783319434094

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

This book, designed as a handbook, provides a systematic treatment of analytical solutions describing groundwater flow during aquifer tests. The book integrates the majority of known solutions from well hydraulics and subsurface flow theory, starting with pioneering work from the early 20th century up to the most recent publications in scientific journals. The book includes about 300 transient solutions covering a wide range of aquifer test scenarios and hydrogeological conditions. All the solutions have been thoroughly tested and implemented in the multifunctional ANSDIMAT software. The book comprises three parts and is supplemented by appendices.

The first part of the book is dedicated to basic analytical relationships referring to pumping tests with constant discharge rate. Conceptual models describe confined, unconfined, confinedunconfined, inhomogeneous, and fracture-porous aquifers, as well as leaky aquifers and multi-layer aquifer systems. Complicating factors such asflow boundaries, aquifer anisotropy, non-uniform aquifer thickness, partial well penetration, wellbore storage and skin, the effect of capillary forces are also considered.



The second part focuses on complex pumping test settings and well system configurations. Analytical solutions are presented for pumping from a horizontal or inclined well, constant-head tests, multi-well variable-discharge tests, simultaneous pumping from adjacent aquifers and dipole flow tests. Detailed descriptions are given for slug and recovery tests.



The third part of the book contains algorithms for evaluating hydraulic characteristics using analytical and graphical methods, and is supplemented by the ANSDIMAT tool. This software includes solutions for some practical engineering-hydrogeological problems, in particular, the assessment of aquifer characteristics by data on groundwater level monitoring and the evaluation of water inflow into open pits.



The book is supplemented with appendices in which hydrogeologists can find a vast body of useful information including mathematical descriptions of the majority of analytical functions used in the book, their plots and possible approximations.



Audience:



The book is useful for hydrogeologists (students, engineers and researchers) engaged in groundwater flow studies, aquifer test analysis, environmental geologists and civil engineers. Experts in water flow numerical modeling and programmers developing software for aquifer tests will find valuable information in this book, which can also be used for educational and research purposes.

Muu info

"Presents a most comprehensive collection of aquifer test analysis methods and techniques ... . It comprises practically all analytical equations ever suggested to describe the aquifer response on water pumping." (Prof. Dr. Sergey P. Pozdniakov, Moscow State University, Chief of the Department of Hydrogeology of the Faculty of Geology) "Aquifer Test Solutions" is a handbook, in which the world experience of study and development of analytical solutions for aquifer test analysis and interpretation is summarized and encyclopedized ... . a powerful guide for hydrogeologists involved in field aquifer test analysis and interpretation by analytical and numerical methods." (Dr. Vyacheslav G. Rumynin, Head of SPb Div. of the Inst. of Env. Geology of the Russian Academy of Sciences, The RAS corresponding member)
Part I Basic Analytical Solutions
1 Confined Aquifers
3(52)
1.1 Fully Penetrating Well
3(26)
1.1.1 Aquifer of Infinite Lateral Extent
4(5)
1.1.2 Semi-infinite Aquifer
9(2)
1.1.3 Strip Aquifer
11(6)
1.1.4 Wedge-Shaped Aquifer
17(3)
1.1.5 U-Shaped Aquifer
20(3)
1.1.6 Rectangular Aquifer
23(3)
1.1.7 Circular Aquifer
26(3)
1.2 Partially Penetrating Well: Point Source
29(9)
1.2.1 Aquifer Infinite in the Horizontal Plane and Thickness
30(2)
1.2.2 A Point Source in an Aquifer Semi-infinite in the Horizontal Plane or Thickness
32(3)
1.2.3 A Point Source in an Aquifer Bounded in the Horizontal Plane or Thickness
35(3)
1.3 Partially Penetrating Well: Linear Source
38(13)
1.3.1 Aquifer Infinite in the Horizontal Plane and Thickness
39(2)
1.3.2 A Linear Source in an Aquifer Semi-infinite in the Horizontal Plane or Thickness
41(3)
1.3.3 A Linear Source in an Aquifer Bounded in the Horizontal Plane or Thickness
44(7)
1.4 Confined Aquifer of Nonuniform Thickness
51(4)
References
53(2)
2 Unconfined Aquifers
55(16)
2.1 Aquifer of Infinite Lateral Extent
55(10)
2.2 Semi-infinite and Bounded Unconfined Aquifers
65(1)
2.3 Sloping Unconfined Aquifer
65(6)
References
69(2)
3 Leaky Aquifers
71(44)
3.1 Leaky Aquifer with Steady-State Flow in the Adjacent Aquifers
72(14)
3.1.1 Aquifer of Infinite Lateral Extent
72(5)
3.1.2 Semi-infinite Aquifer
77(1)
3.1.3 Strip Aquifer
78(4)
3.1.4 Wedge-Shaped and U-Shaped Aquifers
82(1)
3.1.5 Circular Aquifer
82(4)
3.2 Leaky Aquifer with Transient Flow in the Adjacent Aquifers
86(7)
3.2.1 Aquifer of Infinite Lateral Extent
87(3)
3.2.2 Circular Aquifer
90(3)
3.3 Leaky Aquifer with Allowance Made for Aquitard Storage
93(5)
3.4 A Partially Penetrating Weil in a Leaky Aquifer
98(2)
3.5 Two-Layer Aquifer Systems
100(6)
3.5.1 Two-Layer Unconfined Aquifer System of Infinite Lateral Extent
100(3)
3.5.2 Circular Two-Layer Confined Aquifer System
103(3)
3.6 Multi-aquifer Systems
106(9)
3.6.1 Three-Layer System
106(4)
3.6.2 Two-Layer System
110(3)
References
113(2)
4 Horizontally Heterogeneous Aquifers
115(12)
4.1 Aquifer with Linear Discontinuity
115(4)
4.2 Radial Patchy Aquifer
119(2)
4.3 Heterogeneous Aquifers with a Constant-Head Boundary
121(6)
4.3.1 Strip Aquifer
121(1)
4.3.2 Semi-circular Aquifer
122(1)
4.3.3 Wedge-Shaped Aquifer
123(2)
4.3.4 Circular Aquifer
125(1)
References
126(1)
5 Pumping Test near a Stream
127(12)
5.1 A Semipervious Stream
127(5)
5.2 Partially Penetrating Stream of Finite Width
132(4)
5.3 Pumping from a Well under a Stream
136(3)
References
137(2)
6 Fractured-Porous Reservoir
139(10)
6.1 Moench Solutions
139(3)
6.2 Pumping Well Intersecting a Single Vertical Fracture
142(2)
6.3 Pumping Well Intersecting a Single Horizontal Fracture
144(5)
References
145(4)
Part II Analytical Solutions for a Complex Pumping-Test Setting and Well-System Configurations
7 Horizontal or Slanted Pumping Wells
149(6)
7.1 Confined Aquifer
149(1)
7.2 Unconfined Aquifer
150(2)
7.3 Leaky Aquifer
152(3)
References
153(2)
8 Constant-Head Tests
155(12)
8.1 Aquifers of Infinite Lateral Extent
155(4)
8.2 Circular Aquifers
159(5)
8.3 Radial Patchy Aquifer
164(3)
References
165(2)
9 Slug Tests
167(12)
9.1 Cooper and Picking Solutions
167(2)
9.2 Slug Tests in Tight Formations
169(1)
9.3 Solutions for Slug Tests with Skin Effect
170(2)
9.4 Bouwer--Rice Solution
172(3)
9.5 Hvorslev Solutions
175(1)
9.6 Van der Kamp Solution
176(3)
References
177(2)
10 Multi-well Pumping Tests
179(26)
10.1 Pumping with a Constant Discharge Rate
179(11)
10.1.1 Fully Penetrating Well in a Confined Aquifer
180(8)
10.1.2 Point Source: Confined Aquifer Infinite in the Horizontal Plane and Thickness
188(2)
10.2 Pumping with a Variable Discharge Rate
190(3)
10.2.1 Single Pumping Well with a Variable Discharge Rate
191(1)
10.2.2 A System of Pumping Wells with a Variable Discharge Rate
192(1)
10.3 Simultaneous Pumping from Two Aquifers Separated by an Aquitard
193(4)
10.3.1 Aquifers of Infinite Lateral Extent
193(2)
10.3.2 Circular Aquifers
195(2)
10.4 Dipole Flow Tests
197(8)
10.4.1 Horizontal Dipole
198(3)
10.4.2 Vertical Dipole
201(3)
References
204(1)
11 Recovery Tests
205(22)
11.1 A Single Pumping Well with a Constant Discharge Rate
207(12)
11.1.1 Confined Aquifer
207(11)
11.1.2 Unconfined Aquifer
218(1)
11.2 A System of Pumping Wells with Constant Discharge Rates
219(4)
11.3 Variable Discharge Rate
223(4)
References
224(3)
Part III Solution of Hydrogeological Problems Using ANSDIMAT
12 Aquifer-Test Analytical Methods
227(34)
12.1 Graphical Methods
227(6)
12.1.1 Straight-Line Method
228(2)
12.1.2 Horizontal Straight-Line Method
230(1)
12.1.3 Type Curve Method
231(2)
12.2 Method of Bisecting Line
233(2)
12.3 Matching Methods
235(6)
12.3.1 Direct Method: Manual Trial and Error
235(3)
12.3.2 Inverse Method for Sensitivity Analysis
238(3)
12.4 Diagnostic Curve for Aquifer Tests
241(20)
12.4.1 Confined Aquifer
241(5)
12.4.2 Unconfined Aquifer
246(4)
12.4.3 Leaky Aquifer
250(1)
12.4.4 Horizontally Heterogeneous Aquifer
250(1)
12.4.5 Pumping Test near a Stream
251(1)
12.4.6 Pumping Test in a Fractured-Porous Reservoir
252(2)
12.4.7 Constant-Head Test
254(1)
12.4.8 Slug Test
255(1)
12.4.9 Recovery Test
256(2)
References
258(3)
13 Analytical Solutions for Complex Engineering Problems
261(24)
13.1 Evaluation of Groundwater Response to Stream-Stage Variation
262(7)
13.1.1 Instantaneous Level Change Followed by a Steady-State Period
262(5)
13.1.2 Multi-stage or Gradual Level Changes
267(2)
13.2 Analytical Modeling
269(2)
13.3 Simplified Analytical Relationships for Assessing Water Inflow into an Open Pit
271(14)
13.3.1 Effective Open Pit Radius
272(1)
13.3.2 The Radius of Influence for Infinite Nonleaky Aquifers
273(2)
13.3.3 Estimating Water Inflow into an Open Pit
275(7)
References
282(3)
Appendix 1 Hydraulic Characteristics 285(4)
Appendix 2 Wellbore Storage, Wellbore Skin, and Shape Factor 289(4)
Appendix 3 Boundary Conditions and Image Wells 293(12)
Appendix 4 Equations for Universal Screening Assessments 305(6)
Appendix 5 Application of Computer Programs for Analysis Aquifer Tests 311(32)
Appendix 6 Application of UCODE_2005 343(10)
Appendix 7 Special Functions: Analytical Representations, Graphs, and Approximations 353(34)
References 387(4)
Index 391
Leonid N. Sindalovskiy is Head of the Laboratory of Mathematical Modeling of Hydrogeological Processes at the Russian Academy of Sciences Institute of Environmental Geology. His research interests focus on mathematical modeling of flow and transport processes in geologic media. He has authored several books on pumping test data analysis and the use of ANSDIMAT software for aquifer flow estimation.