Groundwater Flashcards

1
Q

Aquifer

A

The temporary storage of infiltrating precipitation with slow release to lakes and streams

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2
Q

Vadose Zone

A

Area close to the surface where pore spaces are filled with a mixture of water and air

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3
Q

Phreatic Zone

A

Depth where all pore spaces are saturated

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4
Q

Aquitards

A

Low porosity and conductivity, provide protection for aquifers from surface contamination

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5
Q

Gaining stream

A

Water table above base of stream, baseflow recharges stream

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6
Q

Losing stream

A

Water table below base of stream

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7
Q

Perched aquifer

A

Infiltrating water becomes trapped and cannot flow out

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7
Q

Seepage face

A

Aquifer-aquitard contact outcrops at cliff face, causes groundwater to seep out

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8
Q

Artesian well

A

Water table level sits above ground surface, flows out of ground naturally

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9
Q

Groundwater well

A

Hole drilled into ground to target an aquifer

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10
Q

Well screen

A

Outer casing that allows water to flow into well while filtering out large particles

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11
Q

Groundwater head

A

Level to which water would rise in an infinite straw that is open to just that aquifer

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12
Q

Piezometric surface

A

Contours of constant head within an aquifer

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13
Q

Dupoit-Forchheimer Flow

A

Parabolic head profile in an unconfined aquifer assuming steady state conditions

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14
Q

Drawdown

A

Change in head compared to an original pre-pumped state

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15
Q

Hantush-Jacob Solution

A

Semi-confined aquifer with leakage, modelled by extra parameter, c, characterising the hydraulic resistance of the confining layer

16
Q

Moench-Neuman Solution

A

Model of delayed yield in unconfined aquifers

17
Q

Well yield

A

Maximum volume rate over a specified time period that introduces a drawdown no larger than Hmax

18
Q

Calculating the drawdown due to more than 1 well

A

Use the principle of superposition since Theis solution is linear

19
Q

Pump test with lateral flow barriers or a recharge source

A

Place an image well to model the effect of the flow boundary/recharge

20
Q

Using an image well for a lateral flow barrier

A

Place image well at equal distance from the lateral confinement as the pumped well
Drawdown at observation well is the sum of the image well and the pumped well

21
Q

Pump rate changes from x to y from time a to b

A

Drawdown is the sum of head due to x till time b, and the head due to (y - x) for time (b - a)

22
Q

Wellbore skin

A

Transmissivity reduction due to water level dropping more than expected

23
Q

Rorabaugh Method

A

Step-rate test to quantify transmissivity reduction using estimates from a pumping test

24
Driven well
Pipe with pointed steel tip driven into ground to break through pebbles and layers of hard material
25
Drilled well
Drill rig used to excavate hole, then casing and screen is placed.
26
Well casing
The tubular components used in the construction of water wells
27
Well screen intake
For wells in unconsolidated formations, prevent the pump from being clogged with aquifer material
28
What is the maximum desirable screen entrance velocity related to?
Hydraulic conductivity of aquifer material
29
Well screening for confined aquifers
Entire thickness of aquifer
30
Well screening for unconfined aquifers
Lower one-third to one-half of the saturated thickness
31
Why are longer screen lengths preferable?
Higher pumping rates per unit drawdown
32
Common groundwater pump
Vertical turbine pump
33
Grouting
Protection between well casing and borehole to prevent polluted surface water from contaminating the aquifer
34
Performance assessment of groundwater wells
Pumping rate per unit drawdown
35
Goal of wellfield design
Meet total pumping demand using as few whiles as possible while being constrained to a maximum drawdown
36
Time of travel
Distance from a well where it will take a certain time for contaminants/water to reach the well