GROUNDWATER

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GROUNDWATER Im perm eable rock G round w ater Saltw ater Stream channel O cean Land surface Vadose zone W et-season w atertable D ry-season w atertable Well C apillary fringe Infiltration orseepage recharge (unsat.flow ) G round w ater(sat.flow ) Phreatic zone

description

GROUNDWATER. GROUNDWATER. GROUNDWATER. Aquifer “Geologic unit that can store and transmit enough water to be a significant water resource” 1. Large volume (in relation to the amounts being removed annually) 2. Moderately high porosity 3. Facilitate easy movement of water toward a well - PowerPoint PPT Presentation

Transcript of GROUNDWATER

GROUNDWATER

Impermeable rock

Ground water

Salt water

Stream channel

Ocean

Land surface

Vadose zone

Wet-season water tableDry-season water table

Well

Capillary fringe

Infiltration or seepage recharge (unsat. flow) Ground water (sat. flow)

Phreatic zone

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655.5

656

656.5

657

657.5

658

658.5

0 50 100 150 200 250 300 350 400

Days

Ele

vati

on

(m

sl)

Ground surface

O D F A J A

Large seriesof storms

Cold dry

Series ofsmall storms

Snow

Midwinter melt

Snow

Spring melt

Summer

Large storm

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Aquifer  “Geologic unit that can store and transmit enough

water to be a significant water resource” 1. Large volume (in relation to the amounts being

removed annually) 2. Moderately high porosity 3. Facilitate easy movement of water toward a well  aquiclude 

 

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Confined versus unconfined 

 

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Elevation energy and pressure energy 

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Elevation energy and pressure energy 

WellWell

WellA

BC

Water level

Sea level

h

he

p hp h

p

he h

e

hp

he

Well and screen

Flow

= pressure head

= elevation head

SandstoneShale

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Potentiometric surface

Equipotential lines

Potentiometric contours

 

 Clay

Clay

potentiometric surface

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Datum

Q

Q

h1h2

p1

p2

z2z1

dh

dx

A

1

2

elev

atio

n he

ad

tota

l he

ad

Vx = Q/A

 Water potential (hydraulic) gradient: Q = h/d 

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Datum

Q

Q

h1h2

p1

p2

z2z1

dh

dx

A

1

2

elev

atio

n he

ad

tota

l he

ad

Q = A h/d Q = K A (h/d) Hydraulic conductivity (K) “Permeability” T = Kb where b = aquifer thickness  

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Storage properties of aquifers

In GW flow, S = 1 and volume stored/unit volume =

  

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The volume of water a unit volume of aquifer releases in response to h =

  Specific storage, Ss

  Volume water released [L3]

Ss =

Volume of aquifer [L3] x h [L]

Storage coefficient or storativity, S  Volume water released [L3] S =

Surface area of aquifer [L2] x h [L] 

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S and Ss are related as

 S = bSs

  

 

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Unconfined aquifer: Specific yield (Sy) = sy

 = volume of stored GW released per unit surface area per unit decline of  

S = sy

  sy = bSs

and Ss = sy b

  

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= Sy + Sr

 

Fc

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