標(biāo)題: Titlebook: Aquifer Test Solutions; A Practitioner’s Gui Leonid N. Sindalovskiy Book 2017 Springer International Publishing Switzerland 2017 Pumping an [打印本頁] 作者: Inveigle 時間: 2025-3-21 20:09
書目名稱Aquifer Test Solutions影響因子(影響力)
書目名稱Aquifer Test Solutions影響因子(影響力)學(xué)科排名
書目名稱Aquifer Test Solutions網(wǎng)絡(luò)公開度
書目名稱Aquifer Test Solutions網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Aquifer Test Solutions被引頻次
書目名稱Aquifer Test Solutions被引頻次學(xué)科排名
書目名稱Aquifer Test Solutions年度引用
書目名稱Aquifer Test Solutions年度引用學(xué)科排名
書目名稱Aquifer Test Solutions讀者反饋
書目名稱Aquifer Test Solutions讀者反饋學(xué)科排名
作者: MELON 時間: 2025-3-21 20:57 作者: RECUR 時間: 2025-3-22 03:27
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.作者: outskirts 時間: 2025-3-22 06:10 作者: troponins 時間: 2025-3-22 10:40
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作者: extinguish 時間: 2025-3-22 16:54
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.作者: EWE 時間: 2025-3-22 18:47 作者: finite 時間: 2025-3-22 21:56 作者: 世俗 時間: 2025-3-23 02:26 作者: 強制性 時間: 2025-3-23 07:24 作者: 空中 時間: 2025-3-23 10:54
Error, Ambiguity, and Creativityecial interpretation of the approaches and procedures for choosing treatment methods for optimal and prompt evaluation of the required characteristics. The choice of the method largely depends on the type of flow regime within the analyzed interval of the observation curve, which may be transient, q作者: 得體 時間: 2025-3-23 14:00 作者: 斗志 時間: 2025-3-23 22:03
https://doi.org/10.1007/978-3-319-43409-4Pumping and Slug Tests; Aquifer Flow Properties; Groundwater Discharge and Drawdown; Pumping and Observ作者: Substance 時間: 2025-3-23 22:44 作者: RUPT 時間: 2025-3-24 04:56
Unconfined Aquifersstruction 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.作者: Orchiectomy 時間: 2025-3-24 08:32 作者: 骨 時間: 2025-3-24 11:25 作者: amputation 時間: 2025-3-24 16:12
Horizontal or Slanted Pumping Wellsts 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.作者: 婚姻生活 時間: 2025-3-24 22:52
Slug Tests monitoring the water-level recovery in the same well until its original value is attained. Basic analytical relationships for slug tests are given for different experimental conditions. All such relationships take into account the wellbore storage.作者: Decrepit 時間: 2025-3-25 03:07 作者: flutter 時間: 2025-3-25 04:34 作者: explicit 時間: 2025-3-25 08:25
Maxwell L. Smith,Stephen S. Raab MDA confined isotropic aquifer comprises two or more horizontally adjacent zones with different hydraulic properties. The aquifer is of constant thickness. The pumping and observation wells are fully penetrating.作者: nuclear-tests 時間: 2025-3-25 12:20 作者: 可耕種 時間: 2025-3-25 17:59
Confined AquifersThe top and bottom of a homogeneous aquifer are overlain and underlain by aquicludes, respectively (Fig.?.). In the course of testing, the groundwater level never drops below the aquifer top. Aquifer thickness is constant (except for the case considered in Sect.?.).作者: 恫嚇 時間: 2025-3-25 20:05 作者: 證明無罪 時間: 2025-3-26 01:14
Fractured-Porous ReservoirThis chapter considers solutions for pumping tests in different types of fractured–porous media (Moench solutions) and in aquifers where the pumping well crosses a single vertical or horizontal fracture (fissure) of a finite size.作者: sigmoid-colon 時間: 2025-3-26 07:51 作者: 小卒 時間: 2025-3-26 10:56 作者: Ostrich 時間: 2025-3-26 13:05 作者: PATRI 時間: 2025-3-26 20:45
Error Reduction in the Preanalytical Processhe pumping well penetrates only one (the main) aquifer. The head in the adjacent aquifer is either constant throughout the pumping-test period or varies over time due to pumping. The storage of the aquitards can be taken into account.作者: 暫時休息 時間: 2025-3-26 22:27
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 separately (Sect.?.).作者: 種類 時間: 2025-3-27 03:44
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.作者: 無動于衷 時間: 2025-3-27 05:34
Brief Introduction of Error Systems, monitoring the water-level recovery in the same well until its original value is attained. Basic analytical relationships for slug tests are given for different experimental conditions. All such relationships take into account the wellbore storage.作者: FOR 時間: 2025-3-27 11:55 作者: 小淡水魚 時間: 2025-3-27 16:55 作者: Arroyo 時間: 2025-3-27 18:02
Aquifer-Test Analytical Methodsuasi-steady-state, or steady-state. Thus, graphical methods can be applied to quasi-steady-state flow; graphical methods for distance–drawdown analysis can be used for steady-state flow; and data matching and type-curve methods for transient flow.作者: 可商量 時間: 2025-3-27 22:20
Error, Ambiguity, and Creativityuasi-steady-state, or steady-state. Thus, graphical methods can be applied to quasi-steady-state flow; graphical methods for distance–drawdown analysis can be used for steady-state flow; and data matching and type-curve methods for transient flow.作者: cyanosis 時間: 2025-3-28 04:23 作者: Console 時間: 2025-3-28 06:33
Bryce S. Hatfield,Michael O. Idowued: an aquifer of infinite lateral extent (Sect.?.), a circular aquifer (Sect.?.), and a radially heterogeneous aquifer (Sect.?.). For this type of testing, the drawdown in the observation well depends only on the aquifer hydraulic diffusivity and, in the case of leakage, on the leakage factor.作者: 嫻熟 時間: 2025-3-28 14:20 作者: 濃縮 時間: 2025-3-28 14:40
Error, Ambiguity, and Creativityion of the hydraulic characteristics of aquifers subject to pumpage from wells. An important supplement to this is a function of the software, enabling analytical evaluation of aquifer characteristics based on monitoring data, where the source of perturbation is variations in the surface level of a water body.作者: gospel 時間: 2025-3-28 21:56 作者: 寒冷 時間: 2025-3-28 23:22 作者: Foreshadow 時間: 2025-3-29 06:05 作者: ICLE 時間: 2025-3-29 10:07 作者: chisel 時間: 2025-3-29 13:15
Leaky Aquifershe pumping well penetrates only one (the main) aquifer. The head in the adjacent aquifer is either constant throughout the pumping-test period or varies over time due to pumping. The storage of the aquitards can be taken into account.作者: FLOUR 時間: 2025-3-29 17:52
Pumping Test near a Streamlculating 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作者: 不能平靜 時間: 2025-3-29 23:29
Horizontal or Slanted Pumping Wellsts 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.作者: 使服水土 時間: 2025-3-30 01:42 作者: placebo-effect 時間: 2025-3-30 05:22
Slug Tests monitoring the water-level recovery in the same well until its original value is attained. Basic analytical relationships for slug tests are given for different experimental conditions. All such relationships take into account the wellbore storage.作者: 使成核 時間: 2025-3-30 08:55
Multi-well Pumping Testsge rate. This chapter gives basic relationships for calculating the drawdown in aquifers at (1) multi-well pumping tests with constant or variable discharge rates (Sects.?. and .) (2) simultaneous pumping from two adjacent aquifers (Sect.?.), and (3) dipole flow tests (Sect.?.). The solutions for th作者: Harridan 時間: 2025-3-30 12:47
Recovery Tests which, in this case, determines the water-level changes in a well as the sum of drawdown values corresponding to two periods: pumping from the well with some (constant or variable) discharge rate and level recovery at a zero discharge rate.作者: 高興一回 時間: 2025-3-30 19:08
Aquifer-Test Analytical Methodsecial interpretation of the approaches and procedures for choosing treatment methods for optimal and prompt evaluation of the required characteristics. The choice of the method largely depends on the type of flow regime within the analyzed interval of the observation curve, which may be transient, q
