Analytical Solutions for Steady-State Multiwell Aquifer Tests in Rectangular Aquifers by Using Double Fourier Transform: A Case Study in the Ordos Plateau, China

Table 2

Drawdowns of observation wells.

Observation wells	Depth to water table (m)		Drawdown (m)	Estimated hydraulic conductivity (m/d)
	Before pumping	After pumping
Obs1	0.92	2.71	1.79	28.36
Obs2	1.06	2.90	1.84	25.84
Obs4	2.32	4.04	1.72	28.56
Obs5	1.41	3.08	1.67	27.42
Obs7	0.41	0.98	0.57	44.30
Obs8	0.80	1.31	0.51	59.28
Obs9	0.87	1.67	0.80	45.69
Obs10	0.87	1.47	0.60	45.98
Obs11	1.09	1.62	0.53	38.63
MJ7	3.96	3.90	0.06	—
MJ11	3.38	3.26	0.12	—
MJ11a	2.04	1.93	0.11	—
MJ88a	2.22	2.16	0.06	—
MJ140	3.02	2.80	0.22	—
MJ141a	2.91	2.83	0.08	—
MJ143	1.72	1.32	0.40	—
MJ149	1.93	1.92	0.01	—
MJ157	2.90	2.78	0.12	—