Difference between revisions of "Hover box definitions"
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*<span title="The part of the wellhead protection area that is defined by a one-year time of travel within the aquifer that is used by the public water supply well (Minnesota Rules, part 4720.5250, subpart 3). It is used to set priorities for managing potential contamination sources within the DWSMA. This area is particularly relevant for assessing impacts from potential sources of pathogen contamination because this time of travel is believed to closely correspond with the survival period of many pathogens."> [https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and_wellhead_protection '''Emergency Response Area.''']</span> | *<span title="The part of the wellhead protection area that is defined by a one-year time of travel within the aquifer that is used by the public water supply well (Minnesota Rules, part 4720.5250, subpart 3). It is used to set priorities for managing potential contamination sources within the DWSMA. This area is particularly relevant for assessing impacts from potential sources of pathogen contamination because this time of travel is believed to closely correspond with the survival period of many pathogens."> [https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and_wellhead_protection '''Emergency Response Area.''']</span> | ||
*<span title="typically biodegradable, open-weave blankets that provide temporary cover and support for establishing vegetation on bare soil areas."> [https://stormwater.pca.state.mn.us/index.php?title=Erosion_prevention_practices_-_erosion_control_blankets_and_anchoring_devices '''Erosion control blankets''']</span> | *<span title="typically biodegradable, open-weave blankets that provide temporary cover and support for establishing vegetation on bare soil areas."> [https://stormwater.pca.state.mn.us/index.php?title=Erosion_prevention_practices_-_erosion_control_blankets_and_anchoring_devices '''Erosion control blankets''']</span> | ||
| + | *<span title="practices designed to prevent or minimize erosion> [https://stormwater.pca.state.mn.us/index.php?title=Erosion_prevention_practices '''erosion protection''']</span> | ||
*<span title="Loss of water to the atmosphere as a result of the joint processes of evaporation and transpiration through vegetation"> '''evapotranspiration'''</span> | *<span title="Loss of water to the atmosphere as a result of the joint processes of evaporation and transpiration through vegetation"> '''evapotranspiration'''</span> | ||
*<span title="an extensive green roof has growing medium that is 6 inches or less deep"> '''extensive roofs'''</span> | *<span title="an extensive green roof has growing medium that is 6 inches or less deep"> '''extensive roofs'''</span> | ||
Revision as of 21:19, 28 May 2019
This page lists standard definitions used in hover boxes throughout this manual. Hover boxes allow the user to hover over bolded text and see a definition for that text.
Contents
A
- arterial roads
- alum
B
- bank stabilization
- best management practice
- bioinfiltration
- bioretention practice
- Bioswale
- Brushing
- buffer zones.
- bypass flow
C
- clay
- coagulation
- coarse sediment
- collector roadway
- concentrated flow
- concentrated stormwater runoff
- conventional roof
- curb-cut
- curb bump-out
D
- detention times
- dewatering
- dewatering device
- disconnected roof runoff
- Disturbed soils
- ditch checks
- Drainage Area
- Drinking Water Source Management Area (DWSMA),
- “drop waterfalls”
- dry storage
- dry swale
E
- earthen berm
- Earthen check dams
- embankment
- energy dissipation
- energy dissipation
- engineered media
- Emergency Response Area.
- Erosion control blankets
- erosion protection
- evapotranspiration
- extensive roofs
F
- filter fabric
- filter strip
- flash
- flocculant
- flocculation
- flow paths
- fluvial systems
- footprint
- forebay
- fractured flow
G
- grade
- grade control structures
- green roof
- green space
- geotextile
H
- herbaceous perennial
- highly urban and ultra-urban environments
- hydraulic conductivity of the aquifer material (k),
- hydraulic grade line
- hydraulic gradient (i),
- hydraulic model
- hydrogeology
I
- infiltration basin
- inlet structure
- integral curb
- intensive roof
- intermittent flow channel
- invert
- iron-enhanced sand filter
J
K
L
- level spreader
- live storage
- longitudinal slope
- low permeability soils
M
- media
- mesic
- moderate to steep slopes
- mulching
N
O
P
- perimeter control
- permanent cover
- permanent stormwater management
- plugs
- point of discharge
- polymer
- porosity (f)
- Portland cement concrete
- Prairie du Chien formation,
- Prescribed burning
- pretreatment
- proprietary structures
Q
R
- riprap
- riprap
- rock armored
- rock riffle
S
- scour hole
- settling ponds
- settling time
- short-circuiting
- shallow depth to bedrock
- Shallow soils
- sheet flows
- side slope
- silt
- silt fence
- sinkhole
- Site Location / Minimum Setbacks
- skimmer
- soil stabilization
- spill response plan
- spillway
- steep slopes
- sump manhole
- SWPPP
T
- travel time
- treatment train
- turbid
- two-stage channel
U
- highly urban and ultra-urban environments
- underdrain
V
- vane weir structures
- Vegetated filter strip
- vegetated swale
W
- Water Quality Volume
- A water table aquifer
- weir
- Wellhead Protection Areas
- well logs
- wet pond
- wet storage
- wet swale