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The
old Astrodome parking lot (all concrete and asphalt) couldn't
hold events on 100-plus-degree summer days. Now, with a turf-based
lot, Reliant Park has an additional revenue stream between
the football season and the National Rodeo.
|
Different types
of materials and continuing research offer more options.
By Tara Hun-Dorris

Pavements are an intrinsic,
seldom-thought-about part of life, particularly in urban areas.
However, for developers, industrial facilities, and municipalities
addressing stormwater and associated water-quality guidelines and
regulations, pavement stays very much at the forefront of planning
issues. Pavements are the most ubiquitous structures built
by man. They occupy twice the area of buildings. Two-thirds of all
the rain that falls on potentially impervious surfaces in urban
watersheds is falling on pavement, says Bruce Ferguson, professor
and director of the School of Environmental Design at the University
of Georgia in Athens.
Porous pavements, designed
to allow air and water to pass through, are today just a small fraction
of all pavement installations. However, their popularity is steadily
increasing on a percentage basis, and they have been installed in
all regions of the United States, Ferguson says. This is potentially
the most important development in urban watersheds since the invention
of the automobile. The automobile is causing us to build all these
pavements and have all these oils that we spill. If we can transfer
the environmental function of the pavement, weve done two-thirds
of the work.
If used properly, porous
pavements can facilitate biodegradation of the oils from cars and
trucks, help rainwater infiltrate soil, decrease urban heating,
replenish groundwater, allow tree roots to breathe, and reduce total
runoff, including the magnitude and frequency of flash flooding.
Stormwater, particularly urban runoff and snowmelt, is the wastewater
of the 21st century, according to John Sansalone, associate professor
in the Department of Civil and Environmental Engineering at Louisiana
State University (LSU) in Baton Rouge. As reuse becomes more necessary,
runoff will eventually be seen as a valuable commodity, he explains.
This makes porous pavements, with their potential to revolutionize
stormwater management, an important technology for the future.
Ferguson has been studying
porous pavements for more than a decade. In his book, Porous
Pavements (2005), Ferguson identifies nine categories of porous
pavement: decks, open-celled paving grids, open-graded aggregate,
open-jointed paving blocks, plastic geocells, porous asphalt, pervious
concrete, porous turf, and soft paving.
Categories of Porous
Pavements
Decks are level or elevated wooden structures that serve
as porous pavements. They bear foot traffic and allow freedom for
tree roots to grow, Ferguson explains. They are beneficial in situations
where they can be built around the existing environment, such as
in wetlands or on coastal dunes. For example, in the case of dunes,
the sand can drift between the planks and vegetation can grow right
up through the slats. This sort of technology can preserve
the ecosystem in every regard, he notes.
Open-celled paving
grids are open spaces with ribbing in between. A potential disadvantage
is that they can be difficult to walk on, Ferguson observes. Turf
needs time to grow over the grids and open spaces, and then they
can work well. Open-celled paving grids can be used in low-traffic
areas, such as loading areas or emergency-access lanes.
Open-graded aggregate
is the most permeable material and the lowest cost material
you can get anywhere, including conventional dense asphalt.
Aggregate used to have the disadvantage of creating dust. Today
it is made out of single-sized angular particles and washed before
application. It is available in all geographic areas of the country.
About 30% to 40% of that material is void space, and its permeability
is measured in thousands of inches per hour.
Open-jointed paving
blocks are segmental pavers that bear enormous traffic. These
pavements can handle high weights and perform in a variety of climates.
For example, Ferguson notes, a driveway into a fire station in Ontario,
Canada, is composed of these blocks.
Plastic geocells
are plastic cells held together with ribs and filled with aggregate
or turf. Plastic geocells can be used for emergency access lanes,
auxiliary parking areas, trails, pedestrian and wheelchair access
ways, and golf cart path shoulders and aprons, according to Presto
Products Co. of Appleton, WI, manufacturer of the Geoblock. Ferguson
says Geoblock is a durable paver. However, he notes that some models
are lighter in weight and research needs to be done to justify them
as an addition to porous pavement technologies. In many cases, aggregate
alone may be suitable for a project.
Porous asphalt
was developed around 1970. Some early installations failed because
the original tarry asphalt binder that holds the aggregate together
never really hardened; it migrated down due to gravity and created
a clogging layer, explains Ferguson. Today, polymers are added to
the asphalt binder to prevent migration, and polymer-reinforcing
fibers further hold it together. In addition, large enough particles
are used so if a little migration occurs, openings remain that are
large enough to allow infiltration. The most widespread use of porous
asphalt today is as an overlay on interstate highways. All interstate
highways in Georgia and Oregon are repaved with porous asphalt.
This is done for safetybetter drainage, traction, and visibility,
Ferguson explains. It increases the capacity of the highways
without the expense of widening.
Pervious concrete
was also developed around 1970. It is created by mixing water and
cement-like materials into a paste that forms a thick coating around
the aggregate particles, according to Pervious Concrete Pavements,
published in 2004 by the Portland Cement Association in Skokie,
IL. This mixture contains little or no sand and forms a system of
highly permeable, interconnected voids that drain quickly.
According to the association, 15% to 25% voids are achieved in the
hardened concrete, and flow rates average around 480 in/hr. Pervious
concrete is advocated as a best management practice (BMP) by the
EPA. It has been used in residential streets and in a solid waste
transfer station. The Portland Cement Association maintains a list
of certified contractors.
Porous turf is
used by itself as well as with modern reinforcements. It is well
suited for infrequent or serial uses that allow the grass time to
regenerate between events, notes Dustin Glist of Invisible Structures
Inc., a Golden, CObased porous pavement manufacturer. Examples
include church, school, and stadium parking lots. The cost of bringing
in a sand rooting zone needs to be considered when selecting this
technology, Ferguson says, citing research from the US Golf Association.
Sand does not get compacted like clay, he explains.
It maintains its permeability and penetrability by the grass
roots and the aeration to grass roots. Turf-based systems
actively evapotranspire and cool off the immediate area by several
degrees. The cooling is so prominent you can feel it when
you move from an asphalt street into a grass parking area.
Soft paving materials
include wood mulch, crushed shell, and other organic materials.
These are used for areas of pedestrian traffic such as wood-mulching
gardens and playgrounds. According to Ferguson, there are technical
ways to measure the safety of these materials.
Problems and Myths
With so many choices and the EPA recommending some of these technologies
as stormwater BMPs, use of porous pavements is increasing. New information
is being collected about the durability and effectiveness of these
technologies.
Still, concerns about
them remain. This is a technically challenging area, and theres
so much ignorance and speculation, Ferguson says. There
are many rumors going around that you get challenged about this
from all angles.
In its 1999 stormwater
technology fact sheet on porous pavement, the EPA says that traditionally
porous pavements have had failure rates as high as 75%, mostly attributable
to poor design, inadequate construction techniques, soils
with low permeability, heavy vehicular traffic, and resurfacing
with nonporous pavement materials. There are three things
that absolutely must be done with each porous pavement installation,
Ferguson stresses: (1) Select for location, (2) make sure the design
is correct, and (3) build properly. If you do all these things
right, there is no reason to expect failure, he adds. If
you do any one of them wrong, it probably will fail.
There are several disadvantages
commonly but not always accurately associated with porous pavements.
There is some risk
that use of porous pavement could result in groundwater contamination.
This concern results from the idea that surface water would infiltrate
groundwater too quickly, not allowing time for pollution abatement.
The most common potential pavement-related pollutants are
either rapidly sequestered during infiltration (e.g., heavy metals)
or unaffected by any level of runoff treatment (notably chloride
from road salt) according to an article by Derek Booth and
Jennifer Leavitt in the summer 1999 issue of the APA Journal.
However, the concern
over groundwater pollution becomes reality in two site-specific
conditions, Ferguson maintains. The first is a brownfield, where
toxic residue remains from a previous use. Those are limited,
finite, identifiable places, he says. The other is where the
soil is so grossly sandy and gravelly that it becomes
a conduit for untreated water into the groundwater. Almost any other
soil has enough clay, silt, or fine sand to filter out and biodegrade
the oils and fine particles carrying metals. The porous pavement
structure, often up to 10 inches deep, also filters out pollutants
and biodegrades them because of the huge surface area encountered
by water as it trickles through. There is a lot of residence time,
and the environment within the pavement is aerated and moistened
from time to time. The result is a diverse ecosystem similar to
what occurs in natural soils. As a result, oils are broken down
into carbon dioxide and water, he explains.
Porous pavement has
the tendency to become clogged. Whether it gets clogged
depends on how you design it, Ferguson observes. The ones
that get clogged tend to be at the low point in the sites
drainage. Those that dont get clogged have only rainwater
on them. Installations should be designed to drain away from the
porous pavement in every possible direction, he advises. Clogging
is a reasonable fear, given the history of clogging associated with
porous pavement, says Sansalone. It is important that end users
understand how the material functions, how it can best be maintained,
and how its capacity can be restored after a certain period, he
says. Because porous pavements are BMPs, maintenance information
should be readily available to all users. Wastewater treatment
plants wouldnt produce clean discharge without regularly scheduled
maintenance. BMPs are no different, says Sansalone.
Porous pavements need
to be vacuumed or pressure-washed every six months. Ferguson
notes that the clogged pavement he has seen could not have been
prevented by washing. Designing properly can prevent the need for
frequent vacuuming or washing.
Porous pavement is
too expensive. Cost is a very site-specific question, dependent
upon location, land-use context, and stormwater requirements and
alternatives, Ferguson says. For example, unbound, open-graded aggregate
can be used in residential driveways or parking stalls and is very
inexpensive. In return for saving money, you get the most
porous and permeable material you could possibly make a pavement
out of.
Materials, such as
metals, may accumulate in certain pavement types. Metals occur
in generic pavements because they get ground out of brake pads and
other components. They can get captured in the porous pavement or
the soil underneath, Ferguson says. Theoretically, after an extended
period, metals could accumulate to toxic levels, he continues. However,
metals are either going to accumulate within pavements or at a site
downstream. Thats the only choice we have as long as
we keep using automobiles and making them the way we do.
Porous pavements cannot
handle freez/-thaw cycles or temperature extremes. Turf-based
systems have been successfully used as far north as Alaska, Ferguson
says, noting the most important thing is to select the proper technology
for the climate and site. Aggregate systems can take any amount
of heating, he adds. Many technologies can also handle freezing
temperatures well. Porous pavers, for example, have been installed
in Ontario, Canada, and are doing fine.
Porous Pavements in
Use
As porous pavement installations have become more numerous, information
is becoming available about how this technology works in practice.
Below are examples of turf, porous pavement, crushed stone, and
porous asphalt applications.
The Orange Bowl
The turf-based system, Grasspave2, has been installed at two major
US football stadiums: the Orange Bowl in Miami, FL, and Reliant
Stadium in Houston, TX.
The Grasspave2 system
consists of a sandy gravel base course, a Hydrogrow polymer-fertilizer
mixture, the Grasspave2 ring and grid structure, sharp concrete
sand, and grass seed or sod, according to Invisible Structures,
the manufacturer. Grasspave2 can provide load-bearing strength and
shield vegetation root systems from compaction due to vehicle weight.
It also provides heat-island mitigation, Glist says. Void spaces
allow roots to develop and also provide storage capacity for rainfall.
As it moves through and across the Grasspave2 surfaces, runoff slows,
allowing suspended sediments to drop out and increasing the time
to discharge. Table 1 shows expected storage volumes for the system
in clay soils.
| Table
1. Expected Storage Volumes |
Base
Depth
(in) |
Rainfall
(in/ft2) |
Volume
(in3/ft2) |
Voulme
(ft3/ft2) |
Voulme
(gal/ft2) |
| 4 |
1.0 |
144 |
0.08 |
0.62 |
| 5 |
1.3 |
180 |
0.10 |
0.78 |
| 6 |
1.5 |
216 |
0.13 |
0.94 |
| 7 |
1.8 |
252 |
0.15 |
1.09 |
| 8 |
2.0 |
288 |
0.17 |
1.25 |
| 9 |
2.3 |
324 |
0.19 |
1.40 |
| 10 |
2.5 |
360 |
0.21 |
1.56 |
| 11 |
2.8 |
396 |
0.23 |
1.71 |
| 12 |
3.0 |
432 |
0.25 |
1.87 |
| 13 |
3.3 |
468 |
0.27 |
2.03 |
| 14 |
3.5 |
504 |
0.29 |
2.18 |
| 15 |
3.8 |
540 |
0.31 |
2.34 |
| 16 |
4.0 |
576 |
0.33 |
2.49 |
Notes:
- Void
factor = 0.25 inch
- Rainfall
volumes (inches per square foot) is the same as Design Rainfall
Event if only rainfall falling directly upon the surface
is calculated.
- Clay
soil factor is used to determine conservative storage numbers
with no allowances for exfiltration into subsoils below
the pavement.
- Storage
volumes are based upon the same principles of water stored
in the void spaces of gravel or stone chambers, approximately
40% in stone greater than 0.25 inch in diameter.
Source:
Invisible Structures
|
The system was first
installed at the Orange Bowl in three phases beginning in 1995,
for a total of 24,260 square meters of porous turf. Around 2,000
parking spaces are covered with Grasspave2, while the drive lanes
are made of asphalt, says Dale Sandlin, grounds and turf manager
for the Orange Bowl. The idea was that cars could park on the turf
and rainwater would percolate down through the soil. Weve
had a lot of games where weve had a lot of rain, he
notes. No one ends up getting stuck. Weve had no ruts
or anything like that.
According to Ferguson,
the system efficiently removes surface water in an area that has
old sewer systems not equipped to handle additional drainage.
Overall, Sandlin says
he has been happy with the system. However, he notes it is very
important to follow the manufacturers recommendations regarding
installation of turf-based porous pavement systems. In the case
of the Orange Bowl, he says, the contractor combined two operations
by purchasing a thicker-cut sod, laying it on top of the cells,
and then rolling it out so extra soil would fill in the void. This
looked OK the first year, he continues, but not all the cells filled
up and additional top dressing is occasionally required.
| Table
2. Infilitration Rates |
| Test
(year) |
Infilitration
Rate (in/hr) |
| Asphalt |
Eco-Stone |
Crushed
Stone |
Single-Ring
Infiltrometer Test,
2002 |
0 |
7.7 |
7.3 |
Single-Ring
Infiltrometer Test,
2002 |
0 |
6 |
5 |
Flowing
Infiltration Test,
2003 |
0 |
8.1 |
2.4 |
| Source:
EPA
|
Despite this, the Orange
Bowl project went so well and water drained so quickly following
flooding in 2002 that stadium architects began looking to it as
an example to be applied elsewhere, Glist says. Most notably, in
2002 HOK Architects of Houston, TX, installed the worlds largest
porous pavement parking area at Reliant Stadium. The 317,000-square-foot
parking area was part of an effort to green the area
around Reliant Park. The project serves to mitigate stormwater and
reduce the urban heat island effect. The areawhich, when paved,
was not used during the hottest summer monthsis now routinely
used for festivals and rodeos.
The system is also regarded
as a stormwater management BMP. The lot can store and clean up to
60,000 cubic feet of stormwater, preventing flooding and non-point
source pollution. According to its manufacturer, the system cleans
the water of toxic hydrocarbon drips, allowing clean water to recharge
groundwater. This contrasts with asphalt or concrete lots, where
hydrocarbons run off and flow into surface water.
| Table
3. Polutant Reduction |
| Pollutant |
Asphalt |
Eco-Stone |
Crushed
Stone |
| Amonia
Nitrogen (mg/L) |
0.18 |
0.05 |
0.11 |
| Copper
(mg/L) |
18 |
6 |
16 |
| Lead
(mg/L) |
6 |
2 |
3 |
| Nitrate
Nitrogen (mg/L) |
0.6 |
0.2 |
0.3 |
| Total
KjeldahlNitrogen (mg/L) |
8 |
0.7 |
1.6 |
Total
Phosphorus
(mg/L) |
0.244 |
0.162 |
0.155 |
| Total
Suspended Solids (mg/L) |
47.8 |
15.8 |
33.7 |
| Zinc
(mg/L) |
87 |
25 |
57 |
| Source:
EPA |
Jordan Cove
At the Jordan Cove project in Waterford, CT, the EPA is actively
monitoring a neighborhood divided between a 10.6-acre traditionally
built segment and a 6.9-acre area built using BMPs intended to reduce
stormwater runoff and pollution. BMPs include permeable interlocking
concrete pavers (Eco-Stone from Uni-Group USA in Palm Beach Gardens,
FL) on road surfaces and driveways, crushed-stone driveways, grass
swales, and rain gardens. Monitoring has shown night and day
differences between the traditionally built and BMP-designed segments,
according to Mel Cote, manager of the Oceans and Coastal Protection
Unit of EPA Region 1 in Boston. (For more information, see BMP
Research in a Low-Impact Development Environment: The Jordan Cove
Project in the January/February
2003 issue of Stormwater.)
Researchers at the EPA
and the University of Connecticut conducted a sub-study during 2002
and 2003 to monitor runoff quantities and pollutants from driveways
paved with asphalt, crushed stone, and Eco-Stone permeable pavement.
The permeable pavement had the best infiltration rate (Table 2).
The permeable pavement and the crushed stone greatly outperformed
asphalt in terms of decreasing runoff (asphalt, 1.8 millimiters;
permeable pavement, 0.5 millimiter; crushed stone, 0.04 millimiter)
and reducing pollutants in runoff (Table 3).
The concrete pavers are
desirable from an aesthetic standpoint, Cote says, noting theyve
helped with the marketability of homes in the development. Throughout
the neighborhood, the permeable pavement is infiltrating 13% to
15% of rainwater. Donna DeNinno of Uni-Group USA notes that Eco-Stone
is more expensive than asphalt or even non-porous pavers. However,
if costs not spent on other stormwater controls are factored in
(such as the cost of land used for a detention pond), total cost
per project tends to equal out or be lower for permeable pavers.
Georgia DOT
Porous asphalts have been used for safety as well as water-pollution
control. There is definitely better traction on a porous pavement
in wet weather than anything that has a sheet of water on it,
Ferguson says. The Georgia Department of Transportation (DOT) requires
all roads in the state with traffic loads greater than 50,000 vehicles
a day to be paved with open-graded friction course (OGFC), containing
aggregate, polymer-modified asphalt cement, stabilizing fibers,
hydrated lime, and mineral fiber.
OGFC reduces highway
noise and increases surface drainage, says Peter Wu, assistant state
materials engineer for the Georgia DOT. Drive behind a truck
and you do not see much splash. The porosity of the pavement
provides little reservoirs for the water to escape, greatly reducing
the incidence of hydroplaning, though Wu says he has not seen any
safety statistics. The primary downside to OGFC is that it costs
significantly more ($65 a ton) than asphalt ($40 a ton), and both
technologies have the same performance life (about 10 years), he
says.
The use of porous pavement
technology is increasing throughout the United States. Theres
a huge potential to restore places that are bearing traffic and
acting just like cities, with all the economic and traffic implications,
Ferguson says. On that same square inch of land, stormwater
infiltration resulting in better groundwater quality and quantity,
stream preservation, and tree-root growth could be occurring, he
explains. The integration of ecology with urban living is
really a revolutionary way to be building cities. As an example,
he notes the downtown Brooklyn, NY, MetroTech business improvement
area. MetroTech features porous pavement in the pedestrian plaza.
Under the pavement is structural soil where tree roots grow and
take advantage of air and water that come through pavement. Above
the plaza is a tree canopy, which enhances outdoor comfort, air
quality, and ecosystem diversity.
Future Research
Much work remains to be done. LSUs Sansalone has been researching
porous pavements extensively from an engineering standpoint. There
is still a need to learn more about how porous pavement functions
and why, he says. He also wants to further define pore characteristicsnot
just total porosity, but a quantifiable distribution of the effective
porosity that transmits water flow and filters pollutants. If design
can be understood, better porous materials can be built.
Next on the research
horizon is development of reactive porous pavements, Sansalone says,
which will work reactively through a chemical process to treat the
stormwater flow filtering through them. Solute material, such as
phosphorous and metals, would have the potential to react with the
porous pavement and become immobilized. He says a pilot site for
this technology should be running within a year. If you can
take a pavement, which is part of the problem, and modify it to
make it part of the solution, that really whats driving our
work in porous pavements.
References
Booth, Derek B., and Jennifer Leavitt. 1999. Field
evaluation of permeable pavement systems for improved stormwater
management. APA Journal 65, no. 3.
Ferguson, Bruce
K. 2005. Porous Pavements. Boca Raton, FL: CRC Press.
Writer Tara Hun-Dorris
specializes in water-quality issues.
SW
March/April 2005
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