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Slug test graph

Methods for analyzing slug tests in confined aquifers include Cooper et al. (1967), Hvorslev (1951) and Hyder et al. (1994). This paper defines a unified interpretation for slug tests: it is based on the velocity graph describing the conservation equation underlying all methods. If the storativity S has no influence, the Here is a Bouwer and Rice graph showing exclusion of data points at the beginning and end of the test to allow a better fit of the line to the data. Super Slug provides extensive flexibility for fitting the line to data.

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time curve (Fig. 10 from “Figures” Baildown tests are analyzed by slug test methods modified for two fluids, and it is important that 10 Nov 2014 Each worksheet will display the appropriate well construction and water level recovery data, and will include a semi-logarithmic graph of water- 6 Aug 2010 (b) log drawdown versus time intended for Hvorslev 1951 analysis. (c) normalized drawdown versus log time for Cooper et al.

Slug tests are used to determine in situ aquifer hydraulic conductivity more clearly revealed on a semi-log drawdown versus time plot. - Pump tests are not

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The USGS has published software for analysis of aquifer-test and slug-test data. Barlow and Moench (1999) recently published the FORTRAN program WTAQ, which is based on radial axisymmetric flow to a well under confined or unconfined conditions. Sepulveda (1992) documented a FORTRAN program for analysis of underdamped and overdamped slug tests.

An example of a Hvorslev analysis graph has been included in the following figure: An example of a Hvorslev slug test is available in the project: C:\Users\Public\Documents\AquiferTest Pro\Examples\SlugTest2.HYT. Assumptions. The Hvorslev Solution assumes the following: • Unconfined or non-leaky confined aquifer of “apparently” infinite extent STEP1 - Graph slugtest data - Log Head Vs. Linear Time. Read h1,h2,t1,t2 from straight line part of curve.
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