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1994-09-19_HYDROLOGY - M1977378 (2)
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1994-09-19_HYDROLOGY - M1977378 (2)
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Last modified
2/5/2021 1:00:22 PM
Creation date
6/20/2012 7:48:17 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977378
IBM Index Class Name
HYDROLOGY
Doc Date
9/19/1994
Doc Name
Suitability of Bromide as a Ground-Water Tracer
From
Hydro-Search, Inc.
To
DMG
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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which required 32 days to complete, was then simulated using a <br /> three-dimensional advection-dispersion model with a longitudinal <br /> dispersivity of 0. 15 m, a transverse dispersivity of 0. 005 m, and <br /> the permeability distribution being measured independently in a <br /> single-well test. (Single-well test results, which involved a <br /> travel distance of 5.5 m, indicated that the hydraulic <br /> conductivity varied by about a factor of 4 throughout the aquifer <br /> thickness. ) The two-well test simulation, made without knowledge <br /> of the test results, and without any calibration, was remarkably <br /> good. Local hydrodynamic dispersion was negligible, so that the <br /> concentration versus time breakthrough at the withdrawal well <br /> could be simulated just as well with a quasi-three-dimensional <br /> advection model having zero hydrodynamic dispersion. This implies <br /> that over the travel distances applicable to the two-well test <br /> the spreading of the slug in the aquifer depended mainly on <br /> macroscopic velocity variations that were quantifiable in terms <br /> of the inferred permeability distribution.--Modified journal <br /> abstract. <br /> DE: ground-water; surveys-; Alabama-; hydrogeology-; <br /> Mobile-County; Southern-U.S. ; United-States; Mobile-; aquifers-; <br /> simulation-; testing-; tracers-; wells-; hydraulic-conductivity; <br /> three-dimensional-models; models-; permeability-; <br /> experimental-studies; dispersion-; advection-; pollution-; <br /> transport-; movement-; southwestern-Alabama <br /> DT: Analytic; Serial <br /> CC: 21-Hydrogeology-and-hydrology <br /> SB: B; Bibliography and Index of Geology (1969-present) <br /> IS: 0043-1397 <br /> GEOREF Disc 2 <br /> 38 of 60 <br /> AN: 86-27828 <br /> TI: Design and performance of single-well tracer tests at the <br /> Mobile site. <br /> AU: Molz-F-J; Melville-J-G; Gueven-O; Crocker-R-D; Matteson-K-T <br /> OS: Auburn Univ. , Dep. Civ. Eng. , Auburn, AL, United-States <br /> SO: Water-Resources-Research. 21. (10) . p. 1497-1502 . <br /> 9 Refs. <br /> CO: WRERAQ <br /> YR: 1985 <br /> PD: illus. , 2 tables <br /> LA: English <br /> AB: In a given observation well, a total of 7 sampling zones were <br /> isolated using inflatable packers and silicone rubber plugs. All <br /> instrumentation was contained within a removable insert that <br /> extended from the well bottom to the land surface. Each sampling <br /> zone contained an electrical conductivity probe and was connected <br /> to the surface with two lengths of vacuum tubing. When combined <br /> with peristaltic pumps, the tubing allowed mixing of the sampling <br /> zone contents as well as water sample collection. A total of 5 <br /> experiments were performed using bromide as a conservative <br /> tracer. Results showed that the sampling zones were well isolated <br /> and that sampling zone mixing was necessary to achieve results <br /> that were independent of probe placement within a given zone. <br />
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