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Volumn 127, Issue 8, 2001, Pages 689-692

IDENTIFYING EFFECTIVE DISTANCE TO A RECHARGE BOUNDARY

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; OPTIMIZATION; PUMPS; COSTS; ESTIMATION;

EID: 0035424593     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2001)127:8(689)     Document Type: Article
Times cited : (10)

References (12)
  • 2
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    • Analytical approximations
    • Allen, E. E. (1954). ‘‘Analytical approximations.’’ Math. Tables Aids Comp., 8(48), 240–241.
    • (1954) Math. Tables Aids Comp. , vol.8 , Issue.48 , pp. 240-241
    • Allen, E.E.1
  • 3
    • 0028460990 scopus 로고
    • Assessment of methods and conditions to locate boundaries: II. One straight recharge boundary
    • Chapuis, R. P. (1994). ‘‘Assessment of methods and conditions to locate boundaries: II. One straight recharge boundary.’’ Ground Water, 32(4), 583–590.
    • (1994) Ground Water , vol.32 , Issue.4 , pp. 583-590
    • Chapuis, R.P.1
  • 4
    • 0000849784 scopus 로고
    • Analysis of data from pumping wells near a river
    • Hantush, M. S. (1959). ‘‘Analysis of data from pumping wells near a river.’’ J. Geophys. Res., 64(11), 1921–1932.
    • (1959) J. Geophys. Res. , vol.64 , Issue.11 , pp. 1921-1932
    • Hantush, M.S.1
  • 6
    • 0004384613 scopus 로고
    • Notes on determining effective distance to a line of recharge
    • Kazman, R. G. (1946). ‘‘Notes on determining effective distance to a line of recharge.’’ Trans. Am. Geophys. Union, 27, 854–859.
    • (1946) Trans. Am. Geophys. Union , vol.27 , pp. 854-859
    • Kazman, R.G.1
  • 7
    • 0000169232 scopus 로고
    • An algorithm for least square estimation of nonlinear parameter
    • Marquardt, D. W. (1963). ‘‘An algorithm for least square estimation of nonlinear parameter.’’ J. Soc. Indust. Appl. Math., 11, 431–441.
    • (1963) J. Soc. Indust. Appl. Math. , vol.11 , pp. 431-441
    • Marquardt, D.W.1
  • 8
    • 0004384614 scopus 로고
    • New Age International, New Delhi
    • Raghunath, H. M. (1987). Ground water, New Age International, New Delhi, 188–189.
    • (1987) Ground water , pp. 188-189
    • Raghunath, H.M.1
  • 9
    • 0035310936 scopus 로고    scopus 로고
    • Identifying impervious boundary and aquifer parameters from pump-test data
    • Singh, S. K. (2001). ‘‘Identifying impervious boundary and aquifer parameters from pump-test data.’’ J. Hydr. Engrg., ASCE, 127(4), 280–285.
    • (2001) J. Hydr. Engrg., ASCE , vol.127 , Issue.4 , pp. 280-285
    • Singh, S.K.1
  • 10
    • 10644261293 scopus 로고
    • Non equilibrium type curves modified for two well systems
    • U.S. Department of the Interior, Washington, D.C
    • Stallman, R. W. (1952). ‘‘Non equilibrium type curves modified for two well systems.’’ Geological Survey, Ground Water Note 3, U.S. Department of the Interior, Washington, D.C.
    • (1952) Geological Survey, Ground Water Note , vol.3
    • Stallman, R.W.1
  • 11
    • 84981756619 scopus 로고
    • Relation between the lowering of piezometric surface and the rate and duration of discharge of a well using ground water storage
    • Theis, C. V. (1935). ‘‘Relation between the lowering of piezometric surface and the rate and duration of discharge of a well using ground water storage.’’ Trans. Am. Geophys. Union, 16, 519–524.
    • (1935) Trans. Am. Geophys. Union , vol.16 , pp. 519-524
    • Theis, C.V.1
  • 12
    • 0004295016 scopus 로고
    • U.S. Department of the Interior USDI 2nd Ed., Water and Power Resources Service, Denver
    • U.S. Department of the Interior (USDI). (1981). Ground water manual, 2nd Ed., Water and Power Resources Service, Denver.
    • (1981) Ground water manual


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