承压水井渗透系数计算公式

涌水量(m3/d)厚度(m)降深(m)影响半径(m)

9645 1.2100

影响半径(m)

15.61417987

12.97068178

12.67638655

12.6394967

12.63480457

12.63420666

12.63420666

1.10849429

孔半径(m)静止水位

0.25 2.46渗透系数K

1.693073701

1.168323513

1.115908166

1.109422756

1.108599212

1.10849429

1.10849429

1.10849429