TY - GEN
T1 - Discrete fracture fluid flow simulation of pumping tests in a fractured rock mass
AU - Wang, M.
AU - Kulatilake, P. H.S.W.
AU - Panda, B. B.
N1 - Funding Information:
Authors are grateful to Arizona Department of Transportation for providing financial support for this research.
Publisher Copyright:
© 2000 Balkema, Rotterdam.
PY - 2000
Y1 - 2000
N2 - A site known as RV site, underlain by a fractured granite, which is located eight miles east of Payson, Arizona, was investigated to estimate the long-term water yield of the well field for use in a highway construction project and to assess potential impacts of long-term pumping on the environment. Fractures that were obtained through acoustic televiewer borehole logs were used to build a heterogeneous, anisotropic fracture network for the rock mass. Results of a 24 hour and a 7 day pumping tests, and a 38 day multi-well pumping test were used, respectively to calibrate and validate hydraulic parameters of a finite element discrete fracture fluid flow model. The validated model was then used to simulate pumping exceeding a 7 year period under different scenarios incorporating different sets of boundary conditions and different pumping rates at multi-wells with and without recharge to evaluate the yield of the aquifer and to assess the effect of long-term pumping on the environment.
AB - A site known as RV site, underlain by a fractured granite, which is located eight miles east of Payson, Arizona, was investigated to estimate the long-term water yield of the well field for use in a highway construction project and to assess potential impacts of long-term pumping on the environment. Fractures that were obtained through acoustic televiewer borehole logs were used to build a heterogeneous, anisotropic fracture network for the rock mass. Results of a 24 hour and a 7 day pumping tests, and a 38 day multi-well pumping test were used, respectively to calibrate and validate hydraulic parameters of a finite element discrete fracture fluid flow model. The validated model was then used to simulate pumping exceeding a 7 year period under different scenarios incorporating different sets of boundary conditions and different pumping rates at multi-wells with and without recharge to evaluate the yield of the aquifer and to assess the effect of long-term pumping on the environment.
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M3 - Conference contribution
AN - SCOPUS:0038750253
SN - 9058091554
SN - 9789058091550
T3 - 4th North American Rock Mechanics Symposium, NARMS 2000
SP - 831
EP - 839
BT - 4th North American Rock Mechanics Symposium, NARMS 2000
PB - American Rock Mechanics Association (ARMA)
T2 - 4th North American Rock Mechanics Symposium, NARMS 2000
Y2 - 31 July 2000 through 3 August 2000
ER -