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Titlebook: Aquifer Test Solutions; A Practitioner’s Gui Leonid N. Sindalovskiy Book 2017 Springer International Publishing Switzerland 2017 Pumping an

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发表于 2025-3-21 20:09:39 | 显示全部楼层 |阅读模式
期刊全称Aquifer Test Solutions
期刊简称A Practitioner’s Gui
影响因子2023Leonid N. Sindalovskiy
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发行地址Offers a huge collection of tested analytical solutions, both in hard copy and as a dialog-oriented programmed tool.Increases the accuracy, reliability and efficiency of field data analysis for compli
图书封面Titlebook: Aquifer Test Solutions; A Practitioner’s Gui Leonid N. Sindalovskiy Book 2017 Springer International Publishing Switzerland 2017 Pumping an
影响因子.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, confined–unconfined, 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 p
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Error Reduction in the Preanalytical Processstruction of groundwater flow equations for unconfined aquifers, semi-infinite or bounded in the horizontal plane, is briefly described in Sect. .. Section . focuses on pumping tests in unconfined aquifers with sloped bottoms.
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https://doi.org/10.1007/978-3-030-18464-3lculating the drawdown depending on river geometry and hydrodynamic conditions: (1) the stream is a boundary of the flow (Sect. .) and (2) the stream is a boundary that does not limit the cone depletion (Sect. .). Steady-state solutions for pumping from a well under the stream are considered separat
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Maxwell L. Smith,Stephen S. Raabts from horizontal and slanted wells in a confined aquifer (Sect. .), an unconfined aquifer (Sect. .), or a leaky aquifer (Sect. .). All solutions are given for aquifers of infinite lateral extent with vertical anisotropy taken into account.
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