메뉴 건너뛰기




Volumn , Issue , 2000, Pages 831-839

Discrete fracture fluid flow simulation of pumping tests in a fractured rock mass

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; FLOW OF FLUIDS; HIGHWAY ENGINEERING; ROCK MECHANICS; ROCKS; WELL LOGGING; WELL PUMPS;

EID: 0038750253     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (9)
  • 1
    • 0023524326 scopus 로고
    • Conditional simulations of fluid flow in three dimensional networks of discrete fractures
    • Andersson, J. & B. Dverstorp 1987. Conditional simulations of fluid flow in three dimensional networks of discrete fractures. Water Resour. Res. 23: 1876- 1886.
    • (1987) Water Resour. Res. , vol.23 , pp. 1876-1886
    • Andersson, J.1    Dverstorp, B.2
  • 2
    • 0025591480 scopus 로고
    • Modeling of fracture flow with a stochastic discrete fracture network: Calibration and validation-I, The flow model
    • Cacus, M.C. et al. 1990. Modeling of fracture flow with a stochastic discrete fracture network: calibration and validation-I, The flow model: Water Resour. Res. 26:479- 489.
    • (1990) Water Resour. Res. , vol.26 , pp. 479-489
    • Cacus, M.C.1
  • 3
    • 0003710544 scopus 로고    scopus 로고
    • Software manual for FRACNTWK- A computer package to model discontinuity geometry in rock masses
    • Los Angeles,CA 90071-3123
    • Kulatilake, P.H.S.W. etal. 1998. Software manual for FRACNTWK- a computer package to model discontinuity geometry in rock masses. Submitted to Metropolitan Water District of Southern California, Los Angeles,CA 90071-3123.
    • (1998) Submitted to Metropolitan Water District of Southern California
    • Kulatilake, P.H.S.W.1
  • 5
    • 0002802890 scopus 로고    scopus 로고
    • Influence ofdis-continuity geometry parameters and transmissivity on hydraulic behavior ofdiscontinuous rock
    • Panda, B.B. & P.H.S.W. Kulatilake 1998a. Influence ofdis-continuity geometry parameters and transmissivity on hydraulic behavior ofdiscontinuous rock. Jour. ofEngrg. Meek. 125:41-50.
    • (1998) Jour. ofEngrg. Meek. , vol.125 , pp. 41-50
    • Panda, B.B.1    Kulatilake, P.H.S.W.2
  • 6
    • 0033000778 scopus 로고    scopus 로고
    • Relations between fracture tensor parameters and permeability tensor parameters for discontinuous rock
    • Panda, B.B. & P.H.S.W. Kulatilake 1998b. Relations between fracture tensor parameters and permeability tensor parameters for discontinuous rock. Jour. ofEngrg. Meek. 125:51-59.
    • (1998) Jour. ofEngrg. Meek. , vol.125 , pp. 51-59
    • Panda, B.B.1    Kulatilake, P.H.S.W.2
  • 7
    • 0023326928 scopus 로고
    • Stochastic discrete fracture simulation of ground water flow into an underground excavation in granite
    • Rouleau, A. & J.E. Gale 1987. Stochastic discrete fracture simulation of ground water flow into an underground excavation in granite. Inter. J. Rock Meek. Min. Sci. & Geomeck. Abstr. 24:99-112.
    • (1987) Inter. J. Rock Meek. Min. Sci. & Geomeck. Abstr. , vol.24 , pp. 99-112
    • Rouleau, A.1    Gale, J.E.2
  • 8
    • 0020969480 scopus 로고
    • A stochastic analysis ofmicroscopic dispersion in fractured media
    • Schwartz, F.W., Smith, W.L. & A.S. Crowe 1983. A stochastic analysis ofmicroscopic dispersion in fractured media. Water Resour. Res. 19:253- 1265.
    • (1983) Water Resour. Res. , vol.19 , pp. 253-1265
    • Schwartz, F.W.1    Smith, W.L.2    Crowe, A.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.