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Volumn 52, Issue 7, 2007, Pages 1399-1412

Development and parameterisation of a complex hydrogeological model based on high-resolution direct-push data

Author keywords

Direct push; Geometrical model; Groundwater modelling; High resolution data; Parameter optimisation

Indexed keywords

CONCEPTUAL DESIGN; DATA ACQUISITION; GEOGRAPHIC INFORMATION SYSTEMS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; PARAMETERIZATION; RECHARGING (UNDERGROUND WATERS);

EID: 34250635118     PISSN: 09430105     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00254-006-0582-9     Document Type: Article
Times cited : (10)

References (23)
  • 1
    • 0342380551 scopus 로고
    • On multi-year average of evapotranspiration from land surface
    • (in Russian)
    • Bagrov NA (1953) On multi-year average of evapotranspiration from land surface (in Russian). Meteorog i Gridrolog 10:20-25
    • (1953) Meteorog I Gridrolog , vol.10 , pp. 20-25
    • Bagrov, N.A.1
  • 4
    • 0022923351 scopus 로고
    • Estimation of aquifer parameters under transient and steady state conditions
    • 2
    • Carrera J, Neuman S (1986) Estimation of aquifer parameters under transient and steady state conditions. Water Resour Res 22(2):199-242
    • (1986) Water Resour Res , vol.22 , pp. 199-242
    • Carrera, J.1    Neuman, S.2
  • 6
    • 34250663517 scopus 로고    scopus 로고
    • Direct push technologies
    • Kirsch R (ed) Springer, Berlin Heidelberg New York
    • Dietrich P and Leven C (2005) Direct push technologies. In: Kirsch R (ed) Groundwater geophysics, Springer, Berlin Heidelberg New York, pp 321-340
    • (2005) Groundwater Geophysics , pp. 321-340
    • Dietrich, P.1    Leven, C.2
  • 8
    • 0012324119 scopus 로고    scopus 로고
    • Environmental Systems Research Institute, Inc.
    • ESRI (1998) ESRI shapefile technical description. Environmental Systems Research Institute, Inc. http://www.esri.com/library/whitepapers/pdfs/shapefile. pdf
    • (1998) ESRI Shapefile Technical Description
  • 12
    • 0003687557 scopus 로고
    • A computer program (MODFLOWP) for estimating parameters of a transient, three-dimensional, ground-water flow model using nonlinear regression
    • Hill MC (1992) A computer program (MODFLOWP) for estimating parameters of a transient, three-dimensional, ground-water flow model using nonlinear regression. U.S. Geological Survey Open-File Report 91-484
    • (1992) U.S. Geological Survey Open-File Report 91-484
    • Hill, M.C.1
  • 15
    • 33847386275 scopus 로고    scopus 로고
    • Geometric modelling and object-oriented software concepts applied to a heterogeneous fracture network from grimsel rock laboratory
    • (submitted). DOI: 10.1007/s10596-006-9032-8
    • Kalbacher T, Mettier R, Kosakowski G, Kolditz O (2006) Geometric modelling and object-oriented software concepts applied to a heterogeneous fracture network from grimsel rock laboratory. Comput Geosci (submitted). DOI: 10.1007/s10596-006-9032-8
    • (2006) Comput Geosci
    • Kalbacher, T.1    Mettier, R.2    Kosakowski, G.3    Kolditz, O.4
  • 17
    • 0031105936 scopus 로고    scopus 로고
    • Inverse models: A necessary next step in ground water modeling
    • 2
    • Poeter BP, Hill MC (1997). Inverse models: a necessary next step in ground water modeling. Ground Water 35(2):250-260
    • (1997) Ground Water , vol.35 , pp. 250-260
    • Poeter, B.P.1    Hill, M.C.2
  • 18
    • 0025199348 scopus 로고
    • Soil classification using the cone penetration test
    • Robertson PK (1990) Soil classification using the cone penetration test. Can Geotech J 27:151-158
    • (1990) Can Geotech J , vol.27 , pp. 151-158
    • Robertson, P.K.1
  • 19
    • 0020970495 scopus 로고
    • Interpretation of cone penetration tests: Part I: Sand
    • Robertson PK, Campanella RG (1983a) Interpretation of cone penetration tests: Part I: Sand. Can Geotech J 20:719-733
    • (1983) Can Geotech J , vol.20 , pp. 719-733
    • Robertson, P.K.1    Campanella, R.G.2
  • 20
    • 0020970496 scopus 로고
    • Interpretation of cone penetration tests: Part II: Clay
    • Robertson PK, Campanella RG (1983b) Interpretation of cone penetration tests: Part II: Clay. Can Geotech J 20:734-745
    • (1983) Can Geotech J , vol.20 , pp. 734-745
    • Robertson, P.K.1    Campanella, R.G.2
  • 21
    • 0042358672 scopus 로고    scopus 로고
    • Direct-push electrical conductivity logging for high-resolution hydrostratigraphic characterization
    • 3
    • Schulmeister MK et al (2003) Direct-push electrical conductivity logging for high-resolution hydrostratigraphic characterization. Ground Water Monit Remediat 23(3):52-62
    • (2003) Ground Water Monit Remediat , vol.23 , pp. 52-62
    • Schulmeister, M.K.1
  • 23
    • 33846309631 scopus 로고    scopus 로고
    • Object-oriented finite element analysis of thermo-hydro-mechanical (THM) problems in porous media
    • 16 May 2006 (published online). DOI: 10.1002/nme.1770
    • Wang W and Kolditz O (2006) Object-oriented finite element analysis of thermo-hydro-mechanical (THM) problems in porous media, vol 68. Int J Numer Methods Eng, 16 May 2006 (published online). DOI: 10.1002/nme.1770
    • (2006) Int J Numer Methods Eng , vol.68
    • Wang, W.1    Kolditz, O.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.