slug test analysis aquifer thickness unknown|APPENDIX F AQUIFER TESTS : Big box store Typical well configuration for a slug test in an unconfined aquifer. The slug test method is a popular and inexpensive means of estimating the hydraulic properties of aquifers (primarily hydraulic conductivity, K). Número de erros: Erro 2053. Descrição: O nome do comando não pode ficar em branco. @ Escolha um nome. @@ 1 @@@ 1. Software: Microsoft Access. Developer: Microsoft. .
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If the saturated aquifer thickness is unknown, an estimated value can often be obtained from many published references or well logs. This information may be available through the United In this paper, we propose a methodology that couples Moench and Hsieh’s solution (1985) with SA algorithm to identify three skin parameters (k 1, S s1, and d sk) and two aquifer .
This report documents several spreadsheets that have been developed for the analysis of aquifer-pumping test and slug-test data. Each spreadsheet incorporates analytical solution .Typical well configuration for a slug test in an unconfined aquifer. The slug test method is a popular and inexpensive means of estimating the hydraulic properties of aquifers (primarily hydraulic conductivity, K). A slug test is a controlled field experiment performed by groundwater hydrologists to estimate the hydraulic properties of aquifers and aquitards in which the water level in a .Single-well tests include all slug tests (Bouwer and Rice Method, Cooper, Bredehoeft, Papadopulos Method, and van der Kamp Method), the Cooper-Jacob straight-line Method, .
Butler (1998) presents results from a slug test in a partially penetrating well that is screened in unconsolidated alluvial deposits consisting of sand and gravel with interbedded clay. The .
The tests are classified according to: (i) the type of perturbation (solid versus pneumatic slug); (ii) the type of response (overdamped versus oscillatory); and (iii) the type of .
Our goal is to develop a theoretical foundation for slug tests in highly permeable aquifers and to use this as the basis for the definition of a series of practical guidelines for the . The merit of this approach over existing slug test analysis is that skin thickness is treated as an unknown parameter and estimated simultaneously with the other four parameters. Picking LW (1994) Analyzing the recovery of a finite-diameter well after purging at an unknown rate—a substitute for slug-testing. Ground Water 32(1):91–95. Article Google Scholar Sindalovskiy LN (2006) Handbook of analytical solutions for aquifer test analysis. SpBSU, Sankt-Petersburg (In Russian)
Specific storage (S s) is the storativity divided by the thickness of the aquifer. Specific storage is defined by the expression shown as Equation 6. . Otherwise, misleading or erroneous interpretations may be obtained from the analysis of .KGS Model for nonleaky confined aquifer. KGS Model for unconfined aquifer. A mathematical solution by Hyder et al. (1994), also known as the KGS (Kansas Geological Survey) Model, is useful for determining the hydraulic conductivity .
Analysis of slug test data in a well with finite-thickness skin. . Yeh and Chen (2007) even state that " . . . , the skin thickness is actually unknown and cannot . (B ′Kv ) where D is the .
– Constant head permeameter test (for sand) – Falling head permeameter test (for clay) – Only responsible for theory not calculations • Field Aquifer Tests: measure rate of drawdown or recovery in a well (Chapter 5) – Slug test – Pumping test: • Field Tracer Tests (see Capuano and Jan, 1996, copy on class web site)Unconfined Aquifer Methods. Slug test analysis methods for unconfined aquifers include Bouwer and Rice . Aquifer Thickness, b (m) Depth to Top of Screen, d (m) 0.125: 0.064: 1.52: 47.87: 16.77: Figure 2. Analysis of Unconfined Slug Test, Pratt County Well 4, Test 2 Using KGS (Hyder et al. 1994) Model.
comprehensive Graphic User Interface (GUI) packages for aquifer test analysis that include a wider suite of analysis methods than the set of spreadsheets described herein. Before conducting an aquifer test or slug test, a reasonable estimate of the hydraulic properties at a site are needed to plan observation well spacing, select appropriateAt every test site t,he bomldary condit,ions and hydraulic properties are unknown prior to testing; therefore, t.he analysis of the problem in the design phase contains uncertainties. The designer of the test must take these uncer- tainties into account to allow for latitude in so- called known conditions.
The thickness of the aquifer was 9.93 m. The well screen had a radius of 0.127 m and a length of 4.21 m, and the top of the well screen was 0.14 m below the water table. . A Modification to the Bouwer and Rice Method of Slug-Test Analysis for Large-Diameter, Hand-Dug Wells. Ground Water 2001, 39, 308–314. [Google Scholar] Batu, V. .Mathematical Models for Slug Test Analysis. For precise analysis, slug tests rely heavily on mathematical models such as the Theis method and the Cooper-Bredehoeft-Papadopulos model. These models interpret the data collected during a slug test by considering various aquifer properties: Model: Description: Theis Method:
Theory and Practice of Slug Tests for Aquifer Characterization
straddle-packer slug tests done at different depth intervals in a borehole. An integration borehole database was created that presents integrated aquifer-test results from 17 boreholes. Introduction Aquifer testing has been done at Pahute Mesa since 1962. Nineteen exploratory boreholes were drilled and In a confined aquifer (or aquitard), storativity is defined as. S = S s b. where S is storativity [dimensionless], S s is specific storage [L-1] and b is aquifer (or aquitard) thickness [L]. The typical storativity of a confined aquifer, which varies with specific storage and aquifer thickness, ranges from 5×10-5 to 5×10-3 .correction and analysis; and aquifer test reporting and data submittal. . thickness, and material description (size, sorting, and stratification). Information on the geological setting . 2001). Slug test data are . generally not reliable for estimating an aquifer’s hydraulic properties and in some cases provide . an erroneous estimate . Cross-borehole slug test analysis in a fractured limestone aquifer. January 2008; Journal of Hydrology 348(3-4):510-523; . thickness of the aquifer. Well skin effects are assumed to be.
Analysis involves matching a type curve to water-level displacement data from an overdamped slug test. Hilton H. Cooper , John D. Bredehoeft and Stavros S. Papadopulos , groundwater hydrologists at the U.S. Geological Survey, .128 Source: Geosyntec Consultants, Inc. Figure 7-5. Example results from slug test in an unconfined aquifer 7.6.2.3 Piezo-dissipation Testing CPTu tests can be used to estimate the hydraulic conductivity of soils by measuring the dissipation with time of excess pore pressures induced by penetration.The Hvorslev (1951) method of slug test analysis addresses a variety of well and aquifer geometries, is easy to apply, and is widely used. Its underlying mathematical model assumes negligible compressive storage (aquifer water .Lecture Packet #8: Pump Test Analysis The idea of a pump test is to stress the aquifer by pumping or injecting water and to note the drawdown over space and time. History • The earliest model for interpretation of pumping test data was developed by Thiem (1906) (Adolf and Gunther) for o Constant pumping rate o Equilibrium conditions
Hsieh (1985a). we present an analysis of a slug test in a well with a skin of finite thickness. The solution was found in the Laplace domain and type curves were obtained by numerical inversion. Using realistic values of aquifer and skin hydraulic properties, we show the effects of a finite- thickness skin on slug-test responses for both An aquifer test is a controlled field experiment used to estimate hydraulic properties of aquifer systems such as transmissivity, hydraulic conductivity and storativity (storage coefficient). The three fundamental aquifer testing methods are pumping tests, slug tests and constant-head tests.Each method differs according to the type of hydraulic stress . An analytical solution of the problem of instantaneous pumping out from a vertical well with skin-effect taken into account and sets of appropriate type curves are given in [2,11,24,26].
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hydraulic parameters of the aquifers need to be quantified. Slug testing is one of the most commonly used field methods for obtaining hydraulic conductivity estimates. This study presents slug test results from zones within two Westbay multiport monitor wells. The multiport wells are 1,125 and 1,375 ft deep and contain 14 and 21 zones . Slug testing is a widely used field method for assessing the hydraulic properties of an aquifer. Since the early work of Hvorslev (1951), a number of theoretical models have been developed for the interpretation of slug test experiments, see e.g. the extensive review by Butler (1997) and more recent works by McElwee and Zenner, 1998, Zlotnik and McGuire, 1998a, . agement. A simple technique for determining the hydraulic conductivity of aquifers is the slug test, which consists of measuring the water level in a well after the sudden removal or injection of a small amount of water. The interpretation of a slug test is based on a geometry-dependent shape factor,
Beckie, R., Harvey, C.F., 2002. What does a slug test measure: an investigation of instrument response and the effects of heterogeneity. Water Resources Research 38 (12), 1290. Bouwer, H., Rice, R., 1976. A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells. An aquifer containing a skin zone is considered as a two-zone system. A mathematical model describing the head distribution is presented for a slug test performed in a two-zone confined aquifer system. A closed-form solution for the model is derived by Laplace transforms and Bromwich integral. This new solution is used to investigate the effects of skin .The method accounts for inertial effects in the well and oscillatory slug test response in a high-hydraulic conductivity (high-K) aquifer. Analysis involves matching a type-curve solution to water-level displacement data collected during an underdamped slug test. The Springer and Gelhar solution also incorporates frictional well loss in small .
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slug test analysis aquifer thickness unknown|APPENDIX F AQUIFER TESTS