Module 5 Flashcards

1
Q

What are the two main origins of water pollution?

A
  1. Point Source Pollution
  2. Non-Point Source Pollution
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2
Q

________ is when additions to water cause an imbalance in the ecosystem.

A

Water Pollution

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3
Q

Examples of ________ include:

discharges from wastewater treatment plants
operational wastes from industries
combined sewer outfalls.

A

Point source pollution

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3
Q

___________ does not come from a specific source. Instead, it originates from many places, or from a widespread area.

A

Non-point source pollution

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3
Q

Across the nation, ________ is one of the greatest threats to clean water.

A

polluted stormwater runoff

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4
Q

________ refers to the pollution that occurs from a single identifiable source

A

Point source pollution

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5
Q

Examples of ______ include:

1) Sediments from construction, forestry operations, and agricultural lands
2) Bacteria and microorganisms from failing septic systems and pet wastes
3) Nutrients (from fertilizers and yard debris) and pesticides from agricultural areas, golf courses, athletic fields, and residential yards
4) Oil, grease, antifreeze, and metals washed from roads, parking lots, and driveways
5) Toxic chemicals and cleaners that were not disposed of properly
6) Litter thrown onto streets, sidewalks, and beaches, or directly into the water by individuals

A

Non-point sources

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5
Q

Point source and nonpoint source pollution are two types of mechanisms of ________.

A

Pollution

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5
Q

The effect of point source pollution is _____ while the effect of nonpoint source pollution is ______.

A

High
Less

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6
Q

_______ is a type of pollution that occurs via an identifiable source while ________ is a type of more diffusible pollution.

A

Point source pollution
Nonpoint source pollution

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7
Q

_______ is the end product of all point and non-point source pollutants of a single contaminant.

A

TMDL

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7
Q

_________ involves the prediction of water pollution using mathematical simulation techniques.

A

Water quality modeling

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8
Q

The ________ addresses water pollution by regulating point sources that discharge pollutants to waters of the United States.

A

NPDES permit program

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8
Q

________ is a regulatory term in the U.S. Clean Water Act, describing a plan for restoring impaired waters that identify the maximum amount of a pollutant that a body of water can receive while still meeting water quality standards.

A

A Total Maximum Daily Load (TMDL)

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9
Q

The ________ is authorized to state governments by the EPA to perform many permitting, administrative, and enforcement aspects of the program.

A

NPDES permit program

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10
Q

The _________ is the numeric estimate included in the TMDL calculation, sometimes 10% of the TMDL, intended to allow a safety buffer between the calculated TMDL and the actual load that will allow the water body to meet its beneficial use (since the natural world is complex and several variables may alter future conditions).

A

Margin of Safety (MOS)

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11
Q

Pollutants that originate from a point source are given allowable levels of contaminants to be discharged which is called the ________.

A

Waste Load Allocation (WLA).

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11
Q

PRZM is an EPA model first developed in the early 1980’s to simulate the movement in an agricultural field of:

A

Hydrology
Chemical

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12
Q

_________ - determination of natural pollutant load, and load from human activities (i.e. diffuse nonpoint sources and point discharges).

A

Load Allocation (LA)

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13
Q

PRZM5 is a ___________.

A

Daily Time Step Model.

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13
Q

TMDL = ______

A

WLA + LA + MOS

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14
Q

PRZM used by EPA to estimate off-field loadings of:

A

Runoff
Eroded sediment
Pesticide mass

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15
Q

Runoff Rate =

A

Precipitation Rate – Infiltration Rate

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16
Q

_________ is dependent upon:
Land cover (which dictates interception)
Soils
Antecedent moisture

A

Infiltration rate

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17
What does runoff rate equal?
Precipitation Rate - Infiltration Rate
18
The sediment being dumped into the oceans has an effect on the ecology of the oceans, both in a good and bad way it is one of the ways that the oceans have become ______?
Salty
18
Infiltration and surface runoff are ___________ related
inversely
19
__________ will decrease with time after the onset of rainfall
Infiltration Rate
19
PRZM5 is a ____ model
Daily Time Step
20
Land cover and land management practices will impact ________ capacity of a soil
infiltration
20
Fine-textured, clay soils have ________ (lower or higher) infiltration rates
lower
21
Coarse-textured, sandy soils have ________ (lower or higher) infiltration rates
higher
22
Vegetative cover protects soils from compaction and sealing by _________
raindrops
23
__________ will decrease with time after the onset of rainfall
Infiltration rate
24
The “___________” is the amount of rainfall lost to infiltration before surface ponding occurs
initial abstraction
25
“__________” is the continuing loss of rainfall to infiltration, after ponding begins
Continuing abstraction
26
_______ is the most complex method and solves full differential equation for unsaturated flow in porous media. - Used in some field scale models (RZWQM, LEACHM) - Operates on short time step (hourly or sub-hourly)
Richard's Equation
27
________ method is simpler to solve and more efficient to run. Used in any field scale models (SWAT,APEX). Requires soil physical properties as inputs.
Green and Ampt Method
27
A physically-based approximation to Richard’s equation
Green and Ampt Method
27
The EPA Model ______ uses the: - NRCS Runoff Curve Number Method (NRCS, 2003) - Modified Universal Soil Loss for Small Watershed (MUSS) (Singh, 1995)
PRZM5
28
The ________ was originally based on field studies from the 1940’s and 1950’s.
Runoff Curve Number Method
28
________ for a given location are based upon soils and land cover
Runoff curve numbers
29
Curve number 1 (CN-1)
Dry conditions, soil moisture at wilting point
30
Standard CN-1,CN-2, and CN-3 curve number values are appropriate for a land slope of ______
5%
30
Curve number 3 (CN-3)
Wet conditions, soil moisture at field capacity
31
Curve number 2 (CN-2)
average antecedent soil moisture conditions
31
All surface water pesticides exposure models include a _________ component.
soil erosion
32
_______ is an indicator of the erosive energy in rainfall for a given region
The R-factor
32
What is USLE?
Universal Soil Loss Equation
33
_________ describes the susceptibility of a soil to detach and erode.
The K-factor
34
The slope length (L) and slope steepness (S) factors are often lumped into a single _____________
"topographic factor" (LS).
35
What is the C-factor?
Cropping Management Factor
35
Soils with higher C-factor have ________
higher erosion
36
What is the P-factor?
Supporting Practice Factor
37
The ________ is a function of: Grain size distribution Texture Permeability Organic matter
K-factor
38
The ______ is a function of: Vegetation Growth stage Crop residues Crop rotation
C-factor
38
The ________ is applicable only to managed cropland and relates the erosion potential of a given field to that of one planted with rows downslope.
P-factor
39
Fields with no special practices will have a P-factor of ___?
1
40
What is MUSLE?
Modified Universal Soil Loss Equation
41
Muss equation for estimating erosion factors?
Xe = soil erosion (metric tons/day) Vr = volume of event (daily) runoff (mm) qp = peak flow rate (mm/hr) Area = field area (hectares)
42
MUSLE is represented by what ?
A = Soil erosion (metric tons/day) Q = Daily runoff depth (mm) qp = Peak flow rate (mm/hr) Area = field area (hectares)
43
____________ is the measure of the amount of frictional resistance water experiences when passing over land and channel features.
Hydraulic roughness
44
_______ is an open conduit either naturally or artificially created which periodically, or continuously contains moving water, or forms a connecting link between two bodies of water.
Channel (watercourse)
45
______ is an energy driver process.
Evapotranspiration (ET)
46
_____________ decreases with increasing humidity.
Evapotranspiration
47
Screening model for ecological concerns for surface water. Based on EPA standard "pond" scenario.
GENEEC
47
Screening model for human drinking water concerns for surface water. Based on EPA "index reservoir" scenario.
FIRST
48
Screening model for leaching water potential
SCIGROW
49
What is the FIRST model based on?
Based upon an 'Index Reservoir' located in Shipman, Illinois.
50
It remains vitally important to understand that metadata is the ______________
"data about the data"
51
The report should detail methodology for input file generation including sources of input variables and any estimating techniques used. _______ is key!
REPRODUCIBILITY
52
For Acute DWLOC divide lowest _____ by ______.
APad (Acute Population Adjusted Dose by daily water consumption per body weight