Difference between revisions of "Hover box definitions"
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*<span title="The Rational Method is a simple hydrologic calculation of peak flow based on drainage area, rainfall intensity, and a non-dimensional runoff coefficient. The peak flow is calculated as the rainfall intensity in inches per hour multiplied by the runoff coefficient and the drainage area in acres. The peak flow, Q, is calculated in cubic feet per second (cfs) as Q = CiA where C is the runoff coefficient, i is the rainfall intensity, and A is the drainage area. A conversion factor of 1.008 is necessary to convert acre-inches per hour to cfs, but this is typically not used. This method is best used only for simple approximations of peak flow from small watersheds."> '''Rationale Method'''</span> | *<span title="The Rational Method is a simple hydrologic calculation of peak flow based on drainage area, rainfall intensity, and a non-dimensional runoff coefficient. The peak flow is calculated as the rainfall intensity in inches per hour multiplied by the runoff coefficient and the drainage area in acres. The peak flow, Q, is calculated in cubic feet per second (cfs) as Q = CiA where C is the runoff coefficient, i is the rainfall intensity, and A is the drainage area. A conversion factor of 1.008 is necessary to convert acre-inches per hour to cfs, but this is typically not used. This method is best used only for simple approximations of peak flow from small watersheds."> '''Rationale Method'''</span> | ||
*<span title="A stream, river, lake, ocean, or other surface or groundwaters into which treated or untreated wastewater is discharged"> '''receiving water'''</span> | *<span title="A stream, river, lake, ocean, or other surface or groundwaters into which treated or untreated wastewater is discharged"> '''receiving water'''</span> | ||
| + | *<span title="use of more than one BMP to provide additional treatment or protection"> '''redundant'''</span> | ||
*<span title="Pollutant removal efficiency, usually represented by a percentage, specifically refers to the pollutant reduction from the inflow to the outflow of a system"> '''removal efficiency'''</span> | *<span title="Pollutant removal efficiency, usually represented by a percentage, specifically refers to the pollutant reduction from the inflow to the outflow of a system"> '''removal efficiency'''</span> | ||
*<span title="a renewed suspension of insoluble particles after they have been precipitated"> '''resuspension'''</span> | *<span title="a renewed suspension of insoluble particles after they have been precipitated"> '''resuspension'''</span> | ||
Revision as of 14:23, 31 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
- aquatic habitat
- arterial roads
- alum
B
- baffle
- bank stabilization
- best management practice
- biodegradation
- biofiltration
- bioinfiltration
- bioretention practice
- Bioswale
- brownfield
- Brushing
- buffer zones
- bypass flow
C
- catch basin
- catchment
- cistern
- clay
- coagulation
- coarse sediment
- collector roadway
- concentrated flow
- concentrated stormwater runoff
- conventional roof
- curb-cut
- curb bump-out
D
- dead storage
- design flow
- design flow
- detention times
- dewatering
- dewatering device
- directly connected impervious
- 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 control mix
- erosion protection
- evapotranspiration
- extensive roofs
F
- filter fabric
- filtration
- filter strip
- first flush
- flash
- floatables
- flocculant
- flocculation
- flow paths
- flow-through device
- fluvial systems
- footprint
- forebay
- fractured flow
G
- grade
- grade control structures
- green roof
- green space
- geotextile
- gross solids
H
- herbaceous perennial
- highly urban and ultra-urban environments
- hydraulic conductivity of the aquifer material (k),
- hydraulic grade line
- hydraulic gradient (i),
- hydraulic model
- hydrodynamic separator
- hydrogeology
I
- infiltration basin
- infiltration rate
- inlet structure
- integral curb
- intensive roof
- intermittent flow channel
- invert
- iron-enhanced sand filter
J
K
L
- large lot residential
- level spreader
- live storage
- longitudinal slope
- low permeability soils
M
- manhole
- media
- mesic
- moderate to steep slopes
- MS4 (Municipal Separate Storm Sewer System)
- mulching
N
O
- ordinary high water level
- outfall
P
- particle size distribution
- perennial
- 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
- public ditch
- public water
Q
R
- Rationale Method
- receiving water
- redundant
- removal efficiency
- resuspension
- riparian zone
- riprap
- riprap
- rock armored
- rock riffle
S
- scour hole
- scouring
- screen (for pretreatment)
- sediment basin
- sediment control
- settling ponds
- settling device (for pretreatment)
- settling time
- short-circuiting
- shallow depth to bedrock
- Shallow soils
- sheet flows
- sheet pile
- side slope
- silt
- silt fence
- sinkhole
- Site Location / Minimum Setbacks
- sizing
- skimmer
- soil stabilization
- sorption
- specific gravity
- spill response plan
- spillway
- steep slopes
- stockpile
- stormwater conveyance channel
- sump
- sump manhole
- SWPPP
T
- temporary seeding
- 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
- washout
- Water Quality Volume
- A water table aquifer
- weir
- Wellhead Protection Areas
- well logs
- wet pond
- wet storage
- wet swale