Hydrology BC ENV 3025
Groundwater transport
(Fig)(Fig)(Fig)(Fig)(Fig)
Advection
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groundwater flow velocity v can be calculated from Darcy's law
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according to Darcy's law, a contaminated parcel of water would not change
its shape during transport in a horizontal flow regime (Fig)
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However, if you take a liter of a salt solution for example and release
it in the aquifer, after a while the contaminant will have spread out and
not any more confined to 1 liter
Dispersion
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spreading of a contaminant can be explained by `dispersion'
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variability of the flow velocity on the pore/grain scale (Fig)
and on the aquifer scale (Fig) can
explain the spreading of the plume
Adsorption
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certain solutes interact with the solid phase and are temporarily adsorbed
on the surface
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results in a retardation of the contaminant
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example: certain organic contaminants, Cs-137
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demonstration with the model: separation of yellow and blue plume
Decay
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radioactive decay or microbial activities remove contaminants
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example: conversion from nitrate to nitrogen gas
Everything working together
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all above processes affect the spreading of contaminants in groundwater
(Fig)
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transport of contaminants is more complicated when it does not dissolve
in groundwater (Fig)
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example: hydrocarbons floating on the watertable in Brooklyn/Queens
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groundwater remediation (model demonstrations)
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remove the source of the contaminant
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let the aquifer flush out the contaminant naturally
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pump and treat
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bioremediation
Student excercise: the 'groundwater model'
(Fig)
- play with sandtank model, consider the following questions:
- inject dyes into all three injection wells, do you see any correlations between geology and spreading of the plume?
- what interactions are there between surface waters and groundwaters and between the two aquifers?
- do you see evidence for adsoption?
- what is your most efficient remediation option?
- do something interesting with the model
- Other concepts to explore:
- water quality can vary in the aquifers
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pollutants travel with the groundwater
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dispersion, inhomogeneities, adsorption
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wells can cause groundwater pollution
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contaminated groundwater can pollute surface water
and vice versa
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leakage through confining beds
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capillary action may cause upward movement of water