L-THIA
Impervious Input
When
to use the 'Percent Impervious Surface Input'
Screen
The ‘Percent
Impervious Surface Input Screen’ of L-THIA has
been developed mainly for assessment of long-term
hydrologic impacts in urban land use scenarios.
Percent impervious surface of a development is
a number easily available to most land use planners
and developers. Also the percent of a watershed
that is covered by an impervious surface is a
good indicator for amount of land development
and its effects of the hydrology in urban watershed
(Schueler, 1994). Urbanized watersheds and the
process of urbanization turns land uses such as
forests, grasslands, agricultural lands to impervious
surfaces such as rooftops, roads, parking spaces,
runways etc. This change from pervious to impervious
surfaces has various long and short-term consequences.
In urbanized
watersheds land is either covered by an impervious
surface (rooftops, roads, driveways, etc) or is
green space (lawns, parks, golf courses). In non-urbanized
watersheds the land uses include forest, agriculture
land, pasture, lawn and some impervious surfaces.
However runoff is not generated exclusively by
impervious surfaces. L-THIA uses the equation
provided by the Natural Resource Conservation
Service provides to convert percent impervious
surfaces to curve numbers (USDA, 1986).
For the
‘Percent Impervious Input Screen’ the equation
assumes the pervious surface to be grass in fair
condition. This description is valid for most
pervious areas in urban areas. Another assumption
made is that the impervious areas are connected
to each other. For years the goal was to remove
water from the land as quickly as possible. This
resulted in the curbs, gutters, pipes and culverts
that now line streets and buildings in urban areas
connecting most impervious areas. TR-55 states
that if the percent impervious area is over 30%
the ability of the remaining pervious areas to
infiltrate will be nominal. Thus, the assumption
that all impervious areas are connected is made.
This
input screen should only be used for urbanized
areas. The assumption that the pervious areas
are grassland is not valid for most rural areas.
In many areas, especially the mid-west, the agricultural
land functions as the pervious area within a watershed
in terms of the runoff generated. The runoff from
this land use is different from grass in terms
of both volume and non-point source pollution.
The
errors that can occur by using this input screen
for a rural watershed are shown in the following
example: One hundred acre plot of row crops and
farmstead is being converted into 1/8 acre residential
lots. The row crops and farmstead have 3% impervious
surface (roads and roof tops), while the condominiums
will have 65% impervious areas. L-THIA converts
the 3% impervious to a curve number of 70 while
row crops should have a curve number of 78. While
this many not seem significant, it will have a
considerable change in the amount of runoff.
The
user can customize an L-THIA simulation for using
a percent impervious value with the pervious surface
some land use other than grass in fair condition
by looking up the CN value in TR-55 and generating
corresponding CN values by using the equation CNn%
= CN0% + (n%/100) *
(98- CN0%) details of which are explained
under the ‘Formula’ link of this document. After
obtaining the CN value the user can run an L-THIA
simulation using the ‘Detailed Input’ and using
the Custom CN option.
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