<< Click to Display Table of Contents >> Navigation: Hydrogeologist workbench (ANSQUICK) > Drawdown during aquifer tests > ANSQUICK > Drawdown during aquifer tests >Rectangular aquifer |
"Rectangular aquifer" dialog box.
Explanatory table
"Q, m^3/day" text box |
Constant pumping rate of a well |
"t, day" text box |
Time for which drawdown is calculated |
"s, m" text box |
This field shows calculated drawdown. Entering a value in this field re-calculates the pumping rate |
"k, m/day" text box |
Hydraulic conductivity of aquifer |
"a, m^2/day" text box |
Hydraulic diffusivity of aquifer |
"m, m" text box |
Aquifer thickness |
"Steady-state" option |
Steady-state drawdown |
"r, m" text box |
Distance from the pumping well to an observation well. Calculated automatically by known distances from wells to the boundaries |
"Lw, m" text box |
Distance from pumping well to the left boundary |
"Lp, m" text box |
Distance from observation well to the left boundary |
"L, m" text box |
Distance from left to the right boundary |
"Luw, m" text box |
Distance from pumping well to the top upper boundary |
"Lup, m" text box |
Distance from observation well to the top upper boundary |
"Lu, m" text box |
Distance from upper to the bottom boundary |
"Boundary conditions" frame |
Boundary conditions |
"I - I : II - II" option |
Left–right boundaries – I kind, top upper–bottom – II kind |
"I - I : I - I" option |
All boundaries of the I kind |
"II - II : II - II" option |
All boundaries of the II kind |
"I - II : I - I" option |
Left–right boundaries – mixed conditions, top upper–bottom – I kind |
"I - II : I - II" option |
Left–right boundaries – mixed conditions, top upper–bottom – mixed conditions |
"I - II : II - II" option |
Left–right boundaries – mixed conditions, top upper–bottom – II kind |
"T, m^2/day" text box |
Transmissivity of aquifer |
"S, --" text box |
Storage coefficient of aquifer |
"Ss, 1/m" text box |
Specific storage of aquifer |
Schemes |
Equations |
I – I : II – II |
Steady-state equation |
I – I : I – I |
Steady-state equation |
II – II : II – II |
|
I – II : I – I |
Steady-state equation |
I – II : I – II |
Steady-state equation |
I – II : II – II |
Steady-state equation |
Chan Y.K., Mullineux N., Reed J.R. Analytic solutions for drawdowns in rectangular artesian aquifers // Journal of Hydrology. 1976. Vol. 31, N 1/2. P. 151–160.