Flow to Wells 6 Boundaries and Superposition Groundwater
Flow to Wells - 6 Boundaries and Superposition Groundwater Hydraulics Daene C. Mc. Kinney 1
Introduction • Wells pumping near boundaries – for an Impermeable Boundary – for a Constant Head Boundary • Multiple wells systems • Partially penetrating wells 2
Pumping a Well in a Confined Aquifer • Steady Flow y Well pumping Q r • Unsteady Flow (xw, yw)=(-a, 0) x – Theis – Jacob (u small) 3
Superposition (2 Wells pumping)
Superposition (2 Wells pumping) y Q Q x 5
Well Pumping in an Unconfined Aquifer Q Ground surface Pre-pumping Water level Pumping well y Observation well Well pumping Q r (xw, yw)=(-a, 0) h 0 h r x R Unconfined aquifer Q Bedrock 6
Flow to a Well Near a Stream (Constant Head Boundary) 7
Well Pumping in an Unconfined Aquifer Near a Stream y (Constant Head Boundary) x Real pumping well Image injection well 8
Example • A well of radius 0. 2 m produces 550 m 3/day from an unconfined aquifer with K = 10 m/day. The well is located 250 m from a river and the saturated thickness at the river is 30 m. What is the drawdown at the well? y x 9
Effect on Drawdown When Pumping Near a Stream y x 10
Flow to a Well Near an Impermeable Boundary 11
Image Well to Simulate Impermeable Boundary y x Real pumping well Image pumping well 12
Effect on Drawdown When Pumping Near an Impermeable Boundary y x 13
Pumping in a Confined Aquifer Near an Impermeable Boundary y x Steady Flow 14
Pumping in a Confined Aquifer Near an Impermeable Boundary y x Unsteady Flow Theis 15
Pumping in a Confined Aquifer Near an Impermeable Boundary y x Unsteady Flow Jacob 16
Example – Impermeable Boundary Find the drawdown in the observation well after 10 hours of pumping Q = 0. 03 m 3/s T = 6. 4 x 10 -3 m 2/s S = 3 x 10 -5 t = 36, 000 s u < 0. 01, use Jacob 17
Example – Impermeable Boundary Q = 0. 03 m 3/s T = 6. 4 x 10 -3 m 2/s S = 3 x 10 -5 t = 36, 000 s 18
Drawdown Near Impermeable Boundary 19
Superposition (n Wells pumping) 20
Example - Multiple Well System 200 m Find the steady-state pumping rate for each well so that the drawdown in each well will not exceed 2 m. T = 27. 8 x 10 -3 m 2/s rw = 0. 2 m b = 40 m R = 800 m sij = drawdown in well i due to pumping in well j 21
Example - Multiple Well System 22
Example - Multiple Well System So more drawdown at middle well for given Q 63. 36 > 59. 39 23
Partially Penetrating Wells 24
Partially Penetrating Wells 25
Partially Penetrating Wells rw = 0. 5 m b = 28 m R = 150 m Compare Q/s for each case 26
Partially Penetrating Wells 27
Partially Penetrating Wells 28
Partially Penetrating Wells 29
Summary • Wells pumping near boundaries – for an Impermeable Boundary – for a Constant Head Boundary • Multiple wells systems • Partially penetrating wells 30
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