TY - JOUR
T1 - Steady State Groundwater Flow Across Idealized Faults
AU - Haneberg, William C.
PY - 1995/7
Y1 - 1995/7
N2 - The effects of vertical faults on steady state groundwater flow are simulated using simple analytical solutions for horizontal flow across three domains that are linked by requiring continuity of head and flux. Hydraulic properties are vertically averaged, so that changes in transmissivity can be used to account for changes in aquifer thickness, juxtaposition of different aquifers across the fault, or some combination of the two. Vertical flow along the fault can be included through the use of a source‐sink term. Different combinations of transmissivity contrast and recharge/discharge produce distinct head profiles, which can be used to qualitatively infer the nature of real hydrogeologic systems. Observed hydraulic gradient ratios can also be used to calculate transmissivity ratios, and if information about fault zone thickness and an independent estimate for one of the three transmissivities is known, the magnitudes of the remaining two transmissivities can be calculated. Use of the model to interpret real flow systems is demonstrated using an example from the Albuquerque Basin, New Mexico.
AB - The effects of vertical faults on steady state groundwater flow are simulated using simple analytical solutions for horizontal flow across three domains that are linked by requiring continuity of head and flux. Hydraulic properties are vertically averaged, so that changes in transmissivity can be used to account for changes in aquifer thickness, juxtaposition of different aquifers across the fault, or some combination of the two. Vertical flow along the fault can be included through the use of a source‐sink term. Different combinations of transmissivity contrast and recharge/discharge produce distinct head profiles, which can be used to qualitatively infer the nature of real hydrogeologic systems. Observed hydraulic gradient ratios can also be used to calculate transmissivity ratios, and if information about fault zone thickness and an independent estimate for one of the three transmissivities is known, the magnitudes of the remaining two transmissivities can be calculated. Use of the model to interpret real flow systems is demonstrated using an example from the Albuquerque Basin, New Mexico.
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U2 - 10.1029/95WR01178
DO - 10.1029/95WR01178
M3 - Article
AN - SCOPUS:0029413167
SN - 0043-1397
VL - 31
SP - 1815
EP - 1820
JO - Water Resources Research
JF - Water Resources Research
IS - 7
ER -