where:
r = radius of endangering influence from injection well (length)
K = hydraulic conductivity of the injection zone (length/time)
H = thickness of the injection zone (length)
T = time of injection (time)
S = storage coefficient (dimensionless)
Q = injection rate (volume/time)
= observed original hydrostatic head of injection zone (length measured from the base if the lowermost underground source of drinking water)
= hydrostatic head of underground source of drinking water (length) measured from the base of the lowest underground source of drinking water
= specific gravity of fluid in the injection zone (dimensionless)
p = 3.142 (dimensionless)
The above equation is based on the following assumptions:
Mont. Admin. r. 36.22.1425
82-11-111, MCA; IMP, 82-11-111, 82-11-121, 82-11-123, 82-11-124, 82-11-127, 82-11-137, MCA;