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ESS 454 ESS 454

ESS 454 - PowerPoint Presentation

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ESS 454 - PPT Presentation

Hydrogeology Module 4 Flow to Wells Preliminaries Radial Flow and Well Function Nondimensional Variables Theis Type curve and CooperJacob Analysis Aquifer boundaries Recharge ID: 280596

type flow aquifer curves flow type curves aquifer elastic storage theis curve time gravity draining horizontal unconfined derivations confined

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Slide1

ESS 454 Hydrogeology

Module 4Flow to WellsPreliminaries, Radial Flow and Well FunctionNon-dimensional Variables, Theis “Type” curve, and Cooper-Jacob AnalysisAquifer boundaries, Recharge, Thiem equationOther “Type” curvesWell TestingLast Comments

Instructor: Michael Brown

brown@ess.washington.eduSlide2

Learning Objectives

Forward problem: Understand how to use the Hantush-Jacob formula to predict properties of a confined aquifer with leakageInverse problem: Understand how to use Type curves for a leaky confined aquifer to determine T, S, and BUnderstand how water flows to a well in an unconfined aquiferChanges in the nature of flow with timeHow to use Type curvesSlide3

Other Type-Curves

Given without DerivationsLeaky Confined AquiferHantush-Jacob FormulaAppendix 3 of Fetter“Type Curves” to determine T, S, and r/B

Drawdown reaches “steady-state” when recharge balances flow

Larger r/B -> smaller steady-state drawdown

Same curve matching exercise as with

Theis

Type-curves

New dimensionless number

Large K’ makes r/B largeSlide4

Other Type-curves –

Given without Derivations2. Unconfined AquiferNeuman FormulaAppendix 6 of Fetter

Similar to

Theis

but more complicated:

Initial flow from elastic storage - S

Late time flow from gravity draining –

S

y

Remember:

S

y

>>S

Vertical and horizontal flow –

K

v

may differ from

K

h

Three non-dimensional variables

Initial flow from

StorativityLater flow from gravity draining

Difference between vertical and horizontal conductivity is importantSlide5

Flow in Unconfined Aquifer

surface

Flow from elastic storage

Vertical flow (gravity draining)

Horizontal flow induced by gradient in head

1. Elastic Storage

Time order

Flow from gravity draining and horizontal head gradient

Start PumpingSlide6

Other Type-curves –

Given without DerivationsTwo-step curve matching:Fit early time data to A-type curvesFit late time data to B-type curves2. Unconfined AquiferNeuman FormulaAppendix 6 of FetterDepends on Elastic Storage SDepends on Specific Yield Sy

Theis

curve using Elastic Storage

Theis

curve using Specific Yield

Transition depends on ratio r

2

K

v

/(K

h

b

2

)

S

y

=10

4

*S

S

y

=10

3

*SSlide7

The End: Other Type Curves

Coming up: Well Testing

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