304
x
y
RATE
CONC
Appendix B
the x coordinate of a weH.
the y coordinate of a weH.
the extraction or injection rate of a weH during a time period.
The value is positive for injection and negative for extraction.
the concentration of injected water of a weH during a time
period. It is unnecessary to give such a value for an extraction
weH.
Note that the RATE and CONC used in the program for an arbitrary time
t are equal to their values at TIME(k), when TIME(k - 1) < t ~ TIME(k).
Thus, the final value of TIME must be larger than or equal to the total
simulation period.
Input data in the file DATAS include:
TIME
the time at which the rate and/or concentration of a distributed
sink/source change their values.
RA TE the volume of water entering to groundwater through per unit area
of aquifer. The value is positive for a source and negative for a sink.
CONC the concentration of souree water. It is unnecessary to give such a
number for a sink.
Note that the RATE and CONC used in the program for an arbitrary time
t are equal to their values at TIME(k), when TIME(k - 1) < t ~ TIME(k).
Thus, the final value of TIME must be larger than or equal to the total
simulation period.
Input data in the file DATAP include:
ZTK
ZSE
ZPR
ZAL
ZAT
ZAD
RDC
DFU
the hydraulic conduetivity of eaeh zone.
the storage eoefficient of eaeh zone.
the porosity of each zone.
the longitudinal dispersivity of each zone. When solving a groundwater flow problem in an anisotropie aquifer, it is used to represent
the hydraulic conduetivity in the x direction, K xx •
the transverse dispersivity of each zone. When solving a groundwater
flow problem in an anisotropie aquifer, it is used to represent the
hydraulic eonduetivity in the y direction, K yy •
the linear equilibrium isotherm adsorption factor of each zone defined by CM = ZAD*CF, where CM is the solute concentration
in solid matrix and CF the eoneentration in fluid. When solving a
groundwater flow problem in an anisotropie aquifer, it is used to
represent the cross hydraulic eonduetivity, KxY"
the radioactive deeay eoefficient for the whole region.
the moleeular diffusion eoefficient in porous media.
x
y
RATE
CONC
Appendix B
the x coordinate of a weH.
the y coordinate of a weH.
the extraction or injection rate of a weH during a time period.
The value is positive for injection and negative for extraction.
the concentration of injected water of a weH during a time
period. It is unnecessary to give such a value for an extraction
weH.
Note that the RATE and CONC used in the program for an arbitrary time
t are equal to their values at TIME(k), when TIME(k - 1) < t ~ TIME(k).
Thus, the final value of TIME must be larger than or equal to the total
simulation period.
Input data in the file DATAS include:
TIME
the time at which the rate and/or concentration of a distributed
sink/source change their values.
RA TE the volume of water entering to groundwater through per unit area
of aquifer. The value is positive for a source and negative for a sink.
CONC the concentration of souree water. It is unnecessary to give such a
number for a sink.
Note that the RATE and CONC used in the program for an arbitrary time
t are equal to their values at TIME(k), when TIME(k - 1) < t ~ TIME(k).
Thus, the final value of TIME must be larger than or equal to the total
simulation period.
Input data in the file DATAP include:
ZTK
ZSE
ZPR
ZAL
ZAT
ZAD
RDC
DFU
the hydraulic conduetivity of eaeh zone.
the storage eoefficient of eaeh zone.
the porosity of each zone.
the longitudinal dispersivity of each zone. When solving a groundwater flow problem in an anisotropie aquifer, it is used to represent
the hydraulic conduetivity in the x direction, K xx •
the transverse dispersivity of each zone. When solving a groundwater
flow problem in an anisotropie aquifer, it is used to represent the
hydraulic eonduetivity in the y direction, K yy •
the linear equilibrium isotherm adsorption factor of each zone defined by CM = ZAD*CF, where CM is the solute concentration
in solid matrix and CF the eoneentration in fluid. When solving a
groundwater flow problem in an anisotropie aquifer, it is used to
represent the cross hydraulic eonduetivity, KxY"
the radioactive deeay eoefficient for the whole region.
the moleeular diffusion eoefficient in porous media.