Infiltration Soil Water Flashcards

(75 cards)

1
Q

Terrasphere

A

water moves through the soil in response to both gravity and tension

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2
Q

Gravity

A

water flows to center of earth, downward

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3
Q

Tension

A

water is adhesive and holds onto soil; under stress; pulled in opposite directions

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4
Q

Soil Formation

A

takes hundreds of years to make 1 inch

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5
Q

Soil Formation Factors

A

parent material, time, climate, geology, biological agents

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6
Q

Parent Material

A

igneous, sedimentary, metamorphic

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7
Q

Climate

A

black, red, rocky, solid

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8
Q

“Black” Horizon

A

leaching zone organics here, most roots, susceptible to erosion

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9
Q

“Red” Horizon

A

accumulation zone, nutrients collect here

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10
Q

“Rocky” Horizon

A

weathered bedrock here

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11
Q

“Solid” Horizon

A

bedrock here

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12
Q

Moves Soil

A

water, wind, glaciers, finger lakes region

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13
Q

Residual Soil

A

soil material which is the result of weathering and decomposition of rocks that has not been transported from its original place

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14
Q

Colluvial Soil

A

loose, unconsolidated sediments that have been deposited at the base of hillslopes by either rainwash, sheetwash, slow continuous downslope creep, or a variable combination of these processes

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15
Q

Marine

A

of, found in, or produced by the sea

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16
Q

Lacustrine

A

relating to or associated with lakes

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17
Q

Alluvial

A

moving water

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18
Q

Fluvioglacial

A

water from ice

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19
Q

Glacial

A

ice

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20
Q

Aeolian

A

wind

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21
Q

Soil Texture Classes

A

silt, clay, sand, loam

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22
Q

Characterizing Soil

A

texture class, particle size, porosity, hydrologic soil group

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23
Q

Particle Size Example

A

fine gravel > coarse sand > medium sand > fine sand > silt and clay

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24
Q

Why do we need particle size standards?

A

The amount of open space between the particles influences how easily water moves through a soil and how much water the soil will hold

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25
Soils are Non-homogeneous
usually a mix of sands, silts, clays (texture classes)
26
Soil Texture Triangle Example
30% Clay, 10% Silt, 60% Sand
27
Bucket of Soil
dirt (solid), water (liquid), air (gas)
28
Total Volume
Volume Water + Volume Air + Volume Solids
29
Soil Water
water in soil; fills the voids and pushes out the gases
30
Hydroscopic Water
typically not removed
31
Depth
how we talk about volume of water
32
Porosity
volume of voids / total = n ; quality or degree of having minute spaces or holes through which liquid or air may pass
33
Density of most Soil Particles
160-170 lbs./ft^3 or 2.6-2.75 g/cm^3
34
Typical Porosity
30-60%
35
Infiltration
precipitation seeping into the ground; from atmosphere to the soil
36
Infiltration Units
length or length/time; total or rate
37
Measuring Infiltration
nearly impossible, would disturb the sample; can be inferred
38
What we want to know about infiltration
how much enters the soil
39
Percolation
downward movement of water through the soil profile
40
Percolating Water
can move as a saturated front under the influence of gravity OR can move as an unsaturated front due to capillary forces
41
Smaller Pores
fill first and empty last
42
Bigger Pores
fill last and empty first
43
Why Big Pores Empty First
water is too heavy to hold onto soil/rock/gravel
44
Engineering
interested in strenth of soil and amount of runoff (and timing of it)
45
Field Capacity
difference between saturation and wilting point; how much can soil hold before it runs (%)
46
Wilting Point
most water has left/is gone; plant can no longer suck more water up, and droop; farmers starting irrigation process (expensive)
47
Clayey
low permeability and high runoff
48
Loamy
moderate permeability
49
Sandy
rapid permeability and low runoff
50
What affects infiltration?
surface characteristics: vegetation, blacktop, forest, roofs
51
Bare Ground vs Crops: Bare Ground
increases runoff and flood risk; decreases infiltration
52
Bare Ground vs Crops: Crops
increases infiltration; decrease runoff and flood risk
53
Water Table
as it rains, it rises/increases; where water is at underground; wells drill to this and past it
54
Average per Capita
80 gal/person/day
55
How does the infiltration rate change during a storm?
decreases over time; depends on type of soil and surface
56
Measure infiltration rate of soil
worry more about the runoff
57
Infiltration Rate Methods
Horton, Green-Ampt, SCS Curve Number
58
Constant Percentage Method
doesn't change over time, not truly realistic; assumes watershed is capable of infiltrating value proportional to rainfall intensity; 25% infiltration and 75% runoff
59
Constant Percentage Method Equation
1 - (direct runoff / total precip) * 100 = %
60
Exponential Decay - Horton
purely mathematical, will reach equilibrium; below arch is infiltration and above is runoff
61
Watershed Recovery
hard to predict
62
SCS Meaning
Soil Conservation Service
63
SCS Curve Number
empirical method of estimating excess precipitation; (F/S)=(Q/P)
64
SCS Curve Number Equation
Q = (P - 0.2S)^2 / (P + 0.8S) calculates runoff
65
Q
amount of runoff leaving watershed; units: inches
66
P
precipitation; needs to be greater than Ia to start generating runoff; units: inches
67
S
max amount of water being held; units: inches
68
Ia (Initial abstraction)
accounts for all losses prior to runoff; 0.2S; units: inches
69
precipitation has to exceed this ____ of max storage before generating runoff
20%
70
Estimating S
(1,000 / CN) - 10
71
CN Meaning
curve number
72
CN
runoff for specific land uses; ranges from 1 to 100 (not really); grouped A to D
73
Solar Panels
no equation for figuring out infiltration and runoff for them
74
Saturation
porosity has been reached, max amount of water is being held
75
Water Year Starting Date
October 1st