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CE 3354 Engineering Hydrology

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Presentation on theme: "CE 3354 Engineering Hydrology"— Presentation transcript:

1 CE 3354 Engineering Hydrology
Lecture 23: Transient (Time-Varying) Well Hydraulics; Superposition

2 Outline Steady flow to well Superposition to represent Confined
Unconfined Superposition to represent Multiple wells Aquifer Boundaries

3 Outline Unsteady flow to a well Superposition Convolution Spreadsheets
Confined (Theis Solution) Superposition Multiple wells Aquifer Boundaries Convolution Time-varying pumping rates Leaky (Hantush Solution) Spreadsheets

4 Confined Aquifer Theim solution

5 Confined Aquifer Theim solution Derivation in attached reading

6 Unconfined Aquifer Sketch

7 Unconfined Aquifer Several solutions: Use this one

8 Superposition Linear combination of solutions to model effect of
Multiple wells Boundaries

9 Superposition

10 Superposition

11 Superposition

12 Superposition

13 Superposition

14 Superposition

15 Superposition

16 Superposition

17 Well Interference Two (or more) wells operating near each other produce a combination drawdown that might affect operation of the wells If the pump impellers are not deep enough, the well may not produce because of drawdown caused by nearby wells

18 Well Interference Superposition is used to model such situations

19 Well Interference Superposition is used to model such situations

20 Well Interference

21 Well Interference

22 Confined Aquifer Transient flow to a well (sketch of derivation – more in readings)

23 Confined Aquifer Governing PDE and BCs
Oddly enough Drawdown is lower case “s” and storativity is upper case “S”– need to be aware when reading. Storage Coefficient Drawdown

24 Confined Aquifer Governing PDE and BCs

25 Confined Aquifer Solving the PDE – apply a Boltzman Transformation

26 Confined Aquifer Solving the PDE – apply a Boltzman Transformation
Convert PDE into an ODE

27 Confined Aquifer Solving the PDE – Algebra and Calculus

28 Confined Aquifer Apply IC and BCs

29 Confined Aquifer Apply IC and BCs

30 Confined Aquifer Now we have a solution, but how to evaluate the integral? Once upon a time you would look up values in a table (readings) Alternatively, you can apply a series expansion of the integrand and find a series solution

31 Confined Aquifer Now we have a solution, but how to evaluate the integral?

32 Confined Aquifer Now we have a solution, but how to evaluate the integral?

33 Confined Aquifer Now we have a solution, but how to evaluate the integral?

34 Confined Aquifer VBA Code (to evaluate the well function)

35 Confined Aquifer

36 Superposition

37 Superposition

38 Superposition

39 Superposition

40 Superposition

41 Convolution Convolution == Superposition in Time

42 Convolution Convolution == Superposition in Time

43 Leaky Aquifer Hantush Model

44 Leaky Aquifer Hantush Model

45 Leaky Aquifer Leakage prior to pumping

46 Leaky Aquifer Leakage after pumping begins

47 Leaky Aquifer Leakage – drawdown relationship

48 Leaky Aquifer Governing PDE and BCs

49 Leaky Aquifer Governing PDE and BCs

50 Leaky Aquifer Solution(s)

51 Leaky Aquifer Solution(s)

52 Leaky Aquifer Solution(s)

53 Leaky Aquifer Example

54 Leaky Aquifer Example

55 Leaky Aquifer Example

56 Leaky Aquifer Example

57 Leaky Aquifer Table-look up

58 Leaky Aquifer Table-look up

59 Leaky Aquifer More Modern Approach:
VBA Script in Excel to evaluate W(u,r/B) Complex uses: ERFC (complimentary error function) BESSELI (Bessel Function Type I) BESSELJ (Bessel Function Type J) Script too complex to display – but ultimately it is just a function that can be evaluated just like SQRT(Z).

60 Leaky Aquifer

61 Next Time Contaminant Transport Concepts Aquifer Numerical Modeling
Advection, Dispersion, Retardation, Decay Aquifer Numerical Modeling Flow Nets


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