1959
DOI: 10.3133/ofr5914
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The development of the cone of depression around a pumped well in an infinite strip aquifer subject to uniform recharge

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Cited by 6 publications
(8 citation statements)
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“…0043-1397/92/92WR-01 ! 70505.00 Brown [1963] calculated the catchment of a well in the center of an aquifer receiving uniform recharge and bounded by two streams at the same elevation. He did this by calculating water table elevations everywhere and then drawing in the catchment.…”
Section: Previous Workmentioning
confidence: 99%
“…0043-1397/92/92WR-01 ! 70505.00 Brown [1963] calculated the catchment of a well in the center of an aquifer receiving uniform recharge and bounded by two streams at the same elevation. He did this by calculating water table elevations everywhere and then drawing in the catchment.…”
Section: Previous Workmentioning
confidence: 99%
“…Prve metode določitve razpoložljivih količin podzemnih voda, ki so poenostavljeno enačile napajanje z razpoložljivimi količinami, so se pojavile v štiridesetih letih prejšnjega stoletja. Kljub številnim, tudi zgodnjim kritikam (Theis, 1940;Brown, 1963;BredehoefT et al, 1982), je ostal ta koncept določanja razpoložljivih količin podzemnih voda dolgo in pogosto v uporabi.…”
Section: Uvodunclassified
“…Under this line of reasoning, many water managers have concluded that all water entering the system as natural recharge is available for extraction without long-term deleterious effects. Brown [45] addressed the problem with this argument through an example of a well whose cone of depression eventually expands to intersect a stream in which he demonstrated that, Figure 7 illustrates the evolution of a groundwater system which receives natural recharge (through precipitation) at a fixed and limited rate, R 0 , and discharges to a stream as baseflow at a rate of D 0. In Figure 7a, the system is in equilibrium prior to any significant groundwater development.…”
Section: "The Decrease In Discharge Plus the Increase In Recharge Is mentioning
confidence: 99%