1995
DOI: 10.3133/ofr94457
|View full text |Cite
|
Sign up to set email alerts
|

Computation of the time-varying flow rate from an artesian well in central Dade County, Florida, by analytical and numerical simulation methods

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2004
2004
2022
2022

Publication Types

Select...
2
1

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(1 citation statement)
references
References 10 publications
0
1
0
Order By: Relevance
“…Such a "recovery" test is usually not sensitive to well losses (Willmann et al 2007) and can be easily interpreted with any appropriate analytical solution, as provided for instance by the software AQTESOLV (Duffield and Court 2007). The Cooper and Jacob (1946) method was already successfully used in other confined aquifers (Jacob 1940(Jacob , 1947Jacob and Lohman 1952;Wyrick and Floyd 1961;Merritt 1995) and was used in this research. This analytical solution considers the following simplifying assumptions: a single-well test assuming a confined, homogeneous, isotropic aquifer, with a vertical and fully penetrating well, taking into account the discharge rate (Q) and the distance from the (ii) Free-flowing period well (r).…”
Section: Computation Of Aquifer Transmissivitymentioning
confidence: 99%
“…Such a "recovery" test is usually not sensitive to well losses (Willmann et al 2007) and can be easily interpreted with any appropriate analytical solution, as provided for instance by the software AQTESOLV (Duffield and Court 2007). The Cooper and Jacob (1946) method was already successfully used in other confined aquifers (Jacob 1940(Jacob , 1947Jacob and Lohman 1952;Wyrick and Floyd 1961;Merritt 1995) and was used in this research. This analytical solution considers the following simplifying assumptions: a single-well test assuming a confined, homogeneous, isotropic aquifer, with a vertical and fully penetrating well, taking into account the discharge rate (Q) and the distance from the (ii) Free-flowing period well (r).…”
Section: Computation Of Aquifer Transmissivitymentioning
confidence: 99%