Week 4 Flashcards

1
Q

Why are we interested in radial flow?

A

Generally interact with groundwater through wells

Pump = cone of depression

If system homogenous and isotropic, and aquifer is sufficiently large, flow = axisymmetric

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2
Q

Flow to production wells is

A

Radially convergent

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3
Q

Flow to injection wells is

A

Radially divergent

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4
Q

Qw =

A

flow rate out of a well

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5
Q

Derivation of the Thiem equation, basic gist:

A
  1. Recall Darcy’s Law
  2. A = 2piHr
  3. Separate and integrate w.r.t r
  4. Impose boundary conditions to eliminate C
  5. Rearrange for (he-h) =
    (6. Recall law of logs to invert fraction and remove -ve)
  6. S =
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6
Q

What is the radius of influence?

A

re, the well has an insignificant effect on Q

At the extent of the radius of influence r=re and h=he

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7
Q

S =

A

drawdown - the amount hydraulic head has been drawn down as a consequence of water flowing out

= he-h

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8
Q

When is Q = -Qw

A

When water is moving in the opposite direction to r

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9
Q

Thiem equation

A

S = (Qw/2piHK)ln(re/r)

or

S = (Qw/2piT)ln(re/r)

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10
Q

Assumptions for Thiem equation

A

Homogenous

Isotropic

1D radial flow (head get only in radial direction)

Infinite aquifer

S-S conditions (no variation in time)

Darcy’s law applies i.e. head gradient linearly proportional to flow rate

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11
Q

How can we use Thiem’s equation?

A
  1. For given well radius rw and production rate Qw we can forecast the drawdown Sw
  2. For a given well radius rw and drawdown Sw we can forecast the production rate Qw
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12
Q

Principle of superposition

A

Can describe how a system will respond to multiple simultaneous events by adding together the responses that would be expected if each event occurred by itself

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13
Q

Estimating T from Thiem, basic gist:

A
  1. Form Thiem’s equation for the production well and observation well separately
  2. Separate the ln(x/y) into lnx - lny
  3. Take one away from the other to eliminate re
  4. Rearrange so that T =
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14
Q

Estimating re from Thiem, basic gist:

A
  1. Form Thiem’s equation for the production well

2. Rearrange to that re =

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15
Q

Flow to a well near a river, assumptions:

A

Constant stream stage therefore interface with aquifer = constant head/equipotential boundary

BOTH well and stream fully penetrate aquifer (not actually in practice but ~small error)

No sealing layer of fine sediment on streamed (full hydraulic connection)

Pseudo-steady state conditions

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16
Q

Flow to a well near a river/impermeable boundary, basic gist:

A

“Method of images”
- whatever you have, do an image of the opposite

  1. Drawdown due to production/injection well (Thiem’s equation)
  2. Drawdown due to image well
  3. Drawdown due to both = add
17
Q

Calculating the radii from the river/impermeable boundaries to the wells

A

Draw diagram

Use Pythagoras

18
Q

What is the drawdown at the river? (and how)

A

S = 0

  • river exists where x = 0
  • substitute this into Thiem equation with pythag radii
  • Qw/2piT ln(1) = 0
19
Q

Sources of well losses

A

Near pumping well, flow velocities are artificially enhanced
Turbulent effects associated with flow through the well screen and the standpipe up to the well pump

= inertial/turbulent effects significant
= non-linearity in drawdown flow currents

20
Q

Step drawdown test

A

Pump a well at sequentially increasing rate (Qw)

After certain amount of time, drawdown reaches a steady value

Plot these against production rate

Sw = AQw + BQw^2 (Jacob’s equation)

21
Q

Using Jacob’s equation

A

Sw = AQw + BQw^2

  1. Plot Sw/Qw by Qw:

Sw/Qw = A + BQw^2

  • A and B can also be found = well quality (smaller B better)
    2. When Qw <=1, Sw~=AQw
    3. Compare to Thiem’s equation
    4. Rearrange to find T or A
22
Q

Good well, highly developed - B =

A

<675

23
Q

Mediocre well - B =

A

675 < B < 1350

24
Q

Clogged/deteriorated well - B =

A

1350 < B < 5400

25
Q

Well cannot be rehabilitated - B =

A

> 5400