US20140158597A1 - Combined water treatment apparatus - Google Patents
Combined water treatment apparatus Download PDFInfo
- Publication number
- US20140158597A1 US20140158597A1 US13/944,681 US201313944681A US2014158597A1 US 20140158597 A1 US20140158597 A1 US 20140158597A1 US 201313944681 A US201313944681 A US 201313944681A US 2014158597 A1 US2014158597 A1 US 2014158597A1
- Authority
- US
- United States
- Prior art keywords
- treatment apparatus
- water treatment
- water quality
- quality unit
- porous pavement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0404—Gullies for use in roads or pavements with a permanent or temporary filtering device; Filtering devices specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Definitions
- the present disclosure relates to storm water drainage, control, and filtering.
- Stormwater management is a challenging issue to many landowners and municipalities. Not only does the flow of stormwater have to be properly controlled in order to avoid flooding, but contaminants that exist in the stormwater must also be filtered. These contaminants include substances such as fertilizers, pesticides, brake and tire dust, and sediments from construction, among many others. The contaminants eventually reach rivers, lakes, and the ocean, and a portion also infiltrates the soil and contributes to contamination of groundwater. Therefore, improved methods of controlling and filtering stormwater is continually desired.
- a water treatment apparatus comprising at least one porous pavement portion comprising a composite composition layer made from a combination of an aggregate material, recycled glass and a binder.
- a base element comprises an aggregate material and a drain member, below the base element, is in fluid communication with at least one water quality unit.
- the porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
- a water treatment apparatus comprising at least one porous pavement portion comprising a composite composition layer having recycled glass and a binder.
- a base element comprises an aggregate material and a drain member, below the base element, is in fluid communication with at least one water quality unit.
- the porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
- a walkway or roadway comprises a water treatment apparatus comprising at least one porous pavement portion.
- the porous pavement portion comprises a composite composition layer having recycled glass and a binder.
- a base element comprises an aggregate material and a drain member, below the base element, is in fluid communication with at least one water quality unit.
- the porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
- FIG. 1 is a side cross-sectional view of the water treatment apparatus constructed in accordance with the teachings of the present disclosure.
- FIG. 2 is a cross-sectional view of the porous pavement portion.
- the water treatment apparatus includes at least one porous pavement portion 30 , and a water quality unit 40 in fluid communication with the porous pavement portion 30 .
- the porous pavement portion 30 in one form, as shown in FIG. 2 , comprises of a composite composition layer 50 made of a recycled glass, an adhesive binding agent and aggregate material.
- the aggregate material is a material that is capable of withstanding compressive load, including but not limited to stone, gravel, rock, crushed glass or other composite material.
- the porous pavement portion 30 in one form may further include a choker course 32 made of an aggregate material having a rock diameter between about 1 ⁇ 4 to about 3 ⁇ 8 inches and having thickness of approximately 1.5 inches.
- the choker course 32 can utilize various rock diameters to further control the flow of the fluid into the base element 60 .
- the porous pavement portion 30 further comprises of a base element 60 that comprises of an aggregate material having a rock diameter of about 0.5 to about 2 inches.
- the base element 60 can vary in thickness depending on the needed load rating and application variables, as discussed in greater detail below.
- the porous pavement portion 30 for a trail or sidewalk includes the composite composition layer 50 having an approximate thickness of about 2.5 to about 4 inches and the base element 60 having an approximate thickness of about 4 to about 12 inches.
- the porous pavement portion 30 for heavier loading applications requires an increased thickness of the composite composition layer 50 to an approximate thickness of about 3.5 to about 5 inches and the base element 60 is increased to an approximate thickness of about 8 inches and may be increased to more than about 12 inches.
- the base element 60 varies in thickness to achieve a desired weight bearing rating, or bearing ratio and further additional application considerations, such as the amount water flow, square footage of the porous pavement portion 30 and water storage within the system 20 .
- Water storage within the porous pavement portion 30 is one particular design consideration that impacts the thickness of the base element 60 since the base element 60 can act as a reservoir for the system 20 to allow for the needed storage capacity of the application.
- the porous pavement portion 30 can act as a reservoir for storing the water within the system 20 by designing the system 20 where the fluid flow and drain flow are sized to allow for fluid to be retained within the base element 60 of the porous pavement portion 30 .
- porous pavement portion various forms are described in greater detail in U.S. Pat. Nos. 8,142,101, 8,025,456, and 8,137,024, which are commonly owned with the present application and the contents of which are incorporated by reference herein in their entirety.
- the composite composition layer 50 has a light reflective property that can reduce a temperature around and within the system 20 .
- the reflective property allows for the porous pavement portion 30 to counteract a heat island effect by providing a reflective, permeable surface and moist environment to reduce the temperature around the surface of the system 20 and of the directed flow of fluids to the water quality unit 40 .
- the composite composition layer 50 has a Solar Reflectance Index (SRI) due to the glass surface and varies dependent on the pigment color of the layer 50 .
- the SRI is a composite measure of a surface's solar reflectance and emittance. Emittance is a measure of how well a surface emits or releases heat after it has been absorbed.
- the composite composition layer 50 having a jade green pigment has an SRI of about 62 .
- the composite composition layer 50 having a sapphire blue pigment has an SRI of about 49 .
- the porous pavement portion 30 comprises, in one form, a base element 60 below the composite composition layer 50 and a drain member 70 , below the base element 60 , which directs the fluid to the water quality unit 40 .
- the drain member 70 is sized and placed within the porous pavement portion 30 according to the fluid flow and fluid storage of each application.
- the drain member 70 has a thickness of approximately 4 inches, and is an under drain, such as a perforated pipe, to assist in draining the base element 60 and directing the fluid flow into the water quality unit 40 .
- the drain member can vary in location, length and thickness to accommodate the desired fluid flow characteristics for allowing the fluid to exit the porous pavement portion 30 .
- the drain member 70 of the porous pavement portion 30 is connected to a pipe 90 for fluidly connecting the porous pavement portion 30 to the water quality unit 40 .
- the pipe 90 may be configured to connect multiple sections of porous pavement portions 30 to a single or multiple water quality units 40 , as needed to achieve the desired handling of the fluid into the system and the treatment capacity of the system.
- the bypass piping of the water quality unit 40 can be removed, allowing for treatment of entire flows that pass through the system 20 rather than a first flush.
- the water quality unit 40 filters pollutants or contaminants contained in the fluid. (e.g., stormwater). Additionally, by using a sediment removal feature, such as baffles, dividers or filter media, within the water quality unit 40 , the fluid exiting the outlet 80 will have a reduced count of Total Suspended Solids (TSS).
- TSS Total Suspended Solids
- the water quality unit 40 is made by Advanced Drainage Systems, Inc. (ADS).
- ADS Advanced Drainage Systems, Inc.
- the water quality unit 40 may be a biological filter media, a mechanical filtration system, or an organic filtration system.
- an irrigation component (not shown) may be employed in order to re-use the filtered fluid from the water quality unit 40 for irrigation of, for example, crops or other vegetation.
- porous pavement portions 30 may be employed with either one or a plurality of water quality units 40 while remaining within the scope of the present disclosure.
- the composite composition layer 50 may include just the recycled glass, with or without the aggregate and binder while remaining within the scope of the present disclosure.
- the composite composition layer 50 may also include recycled rubber, among a variety of other fillers and/or binders while remaining within the scope of the present disclosure.
Abstract
A water treatment system is provided by the present disclosure that includes at least one porous pavement portion having an aggregate material containing post-consumer recycled glass or rubber and a binder. The system includes a water quality unit in fluid communication with the porous pavement portion and the porous pavement portion directs a flow of fluid to the water quality unit. The water quality unit filters pollutants contained in the fluid.
Description
- This application claims the benefit of priority from U.S. Provisional Patent Application No. 61/672,727 filed on Jul. 17, 2012, which is incorporated herein in by reference its entirety.
- The present disclosure relates to storm water drainage, control, and filtering.
- The statements in this section merely provide background information related to the present disclosure and may not constitute prior art.
- Stormwater management is a challenging issue to many landowners and municipalities. Not only does the flow of stormwater have to be properly controlled in order to avoid flooding, but contaminants that exist in the stormwater must also be filtered. These contaminants include substances such as fertilizers, pesticides, brake and tire dust, and sediments from construction, among many others. The contaminants eventually reach rivers, lakes, and the ocean, and a portion also infiltrates the soil and contributes to contamination of groundwater. Therefore, improved methods of controlling and filtering stormwater is continually desired.
- In one form of the present disclosure, a water treatment apparatus is provided that comprises at least one porous pavement portion comprising a composite composition layer made from a combination of an aggregate material, recycled glass and a binder. A base element comprises an aggregate material and a drain member, below the base element, is in fluid communication with at least one water quality unit. The porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
- In another form of the present disclosure, a water treatment apparatus is provided that comprises at least one porous pavement portion comprising a composite composition layer having recycled glass and a binder. A base element comprises an aggregate material and a drain member, below the base element, is in fluid communication with at least one water quality unit. The porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
- In still another form of the present disclosure, a walkway or roadway comprises a water treatment apparatus comprising at least one porous pavement portion. The porous pavement portion comprises a composite composition layer having recycled glass and a binder. A base element comprises an aggregate material and a drain member, below the base element, is in fluid communication with at least one water quality unit. The porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
- Further areas of applicability will become apparent from the description provided herein. It should be understood that the description and specific examples are intended for purposes of illustration only and are not intended to limit the scope of the present disclosure.
- In order that the disclosure may be well understood, there will now be described various forms thereof, given by way of example, reference being made to the accompanying drawings, in which:
-
FIG. 1 is a side cross-sectional view of the water treatment apparatus constructed in accordance with the teachings of the present disclosure; and -
FIG. 2 is a cross-sectional view of the porous pavement portion. - The drawing described herein is for illustration purposes only and are not intended to limit the scope of the present disclosure in any way.
- The following description is merely exemplary in nature and is not intended to limit the present disclosure, application, or uses.
- Referring to
FIG. 1 , a water treatment apparatus according to the present disclosure is illustrated and generally indicated byreference numeral 20. The water treatment apparatus includes at least oneporous pavement portion 30, and awater quality unit 40 in fluid communication with theporous pavement portion 30. - The
porous pavement portion 30, in one form, as shown inFIG. 2 , comprises of acomposite composition layer 50 made of a recycled glass, an adhesive binding agent and aggregate material. The aggregate material is a material that is capable of withstanding compressive load, including but not limited to stone, gravel, rock, crushed glass or other composite material. Theporous pavement portion 30 in one form may further include achoker course 32 made of an aggregate material having a rock diameter between about ¼ to about ⅜ inches and having thickness of approximately 1.5 inches. Thechoker course 32 can utilize various rock diameters to further control the flow of the fluid into thebase element 60. Theporous pavement portion 30 further comprises of abase element 60 that comprises of an aggregate material having a rock diameter of about 0.5 to about 2 inches. Thebase element 60 can vary in thickness depending on the needed load rating and application variables, as discussed in greater detail below. - For example, the
porous pavement portion 30 for a trail or sidewalk includes thecomposite composition layer 50 having an approximate thickness of about 2.5 to about 4 inches and thebase element 60 having an approximate thickness of about 4 to about 12 inches. In another example, theporous pavement portion 30 for heavier loading applications, such as parking lots, roadway and highways, requires an increased thickness of thecomposite composition layer 50 to an approximate thickness of about 3.5 to about 5 inches and thebase element 60 is increased to an approximate thickness of about 8 inches and may be increased to more than about 12 inches. Thebase element 60 varies in thickness to achieve a desired weight bearing rating, or bearing ratio and further additional application considerations, such as the amount water flow, square footage of theporous pavement portion 30 and water storage within thesystem 20. Water storage within theporous pavement portion 30 is one particular design consideration that impacts the thickness of thebase element 60 since thebase element 60 can act as a reservoir for thesystem 20 to allow for the needed storage capacity of the application. For example theporous pavement portion 30 can act as a reservoir for storing the water within thesystem 20 by designing thesystem 20 where the fluid flow and drain flow are sized to allow for fluid to be retained within thebase element 60 of theporous pavement portion 30. - Additionally, various forms of the porous pavement portion are described in greater detail in U.S. Pat. Nos. 8,142,101, 8,025,456, and 8,137,024, which are commonly owned with the present application and the contents of which are incorporated by reference herein in their entirety.
- In one form, the
composite composition layer 50 has a light reflective property that can reduce a temperature around and within thesystem 20. The reflective property allows for theporous pavement portion 30 to counteract a heat island effect by providing a reflective, permeable surface and moist environment to reduce the temperature around the surface of thesystem 20 and of the directed flow of fluids to thewater quality unit 40. Thecomposite composition layer 50 has a Solar Reflectance Index (SRI) due to the glass surface and varies dependent on the pigment color of thelayer 50. The SRI is a composite measure of a surface's solar reflectance and emittance. Emittance is a measure of how well a surface emits or releases heat after it has been absorbed. For example, thecomposite composition layer 50 having a jade green pigment has an SRI of about 62. In another example, thecomposite composition layer 50 having a sapphire blue pigment has an SRI of about 49. - As shown in
FIG. 1 , theporous pavement portion 30 comprises, in one form, abase element 60 below thecomposite composition layer 50 and adrain member 70, below thebase element 60, which directs the fluid to thewater quality unit 40. Thedrain member 70 is sized and placed within theporous pavement portion 30 according to the fluid flow and fluid storage of each application. In one form, as shown inFIG. 1 , thedrain member 70 has a thickness of approximately 4 inches, and is an under drain, such as a perforated pipe, to assist in draining thebase element 60 and directing the fluid flow into thewater quality unit 40. However, it would be appreciated by one skilled in the art that the drain member can vary in location, length and thickness to accommodate the desired fluid flow characteristics for allowing the fluid to exit theporous pavement portion 30. Thedrain member 70 of theporous pavement portion 30 is connected to apipe 90 for fluidly connecting theporous pavement portion 30 to thewater quality unit 40. Thepipe 90 may be configured to connect multiple sections ofporous pavement portions 30 to a single or multiplewater quality units 40, as needed to achieve the desired handling of the fluid into the system and the treatment capacity of the system. - By employing the flow characteristics of the
porous pavement portion 30, the bypass piping of thewater quality unit 40 can be removed, allowing for treatment of entire flows that pass through thesystem 20 rather than a first flush. Thewater quality unit 40 filters pollutants or contaminants contained in the fluid. (e.g., stormwater). Additionally, by using a sediment removal feature, such as baffles, dividers or filter media, within thewater quality unit 40, the fluid exiting theoutlet 80 will have a reduced count of Total Suspended Solids (TSS). - In one form, the
water quality unit 40 is made by Advanced Drainage Systems, Inc. (ADS). In another form, by way of example, thewater quality unit 40 may be a biological filter media, a mechanical filtration system, or an organic filtration system. Furthermore, an irrigation component (not shown) may be employed in order to re-use the filtered fluid from thewater quality unit 40 for irrigation of, for example, crops or other vegetation. - It should also be understood that a plurality of
porous pavement portions 30 may be employed with either one or a plurality ofwater quality units 40 while remaining within the scope of the present disclosure. - It should be noted that the disclosure is not limited to the various forms described and illustrated as examples. A large variety of modifications have been described and more are part of the knowledge of the person skilled in the art. For example, the
composite composition layer 50 may include just the recycled glass, with or without the aggregate and binder while remaining within the scope of the present disclosure. As an additional example, thecomposite composition layer 50 may also include recycled rubber, among a variety of other fillers and/or binders while remaining within the scope of the present disclosure. These and further modifications as well as any replacement by technical equivalents may be added to the description and figures, without leaving the scope of the protection of the disclosure and of the present patent.
Claims (21)
1. A water treatment apparatus comprising:
at least one porous pavement portion comprising a composite composition layer made from a combination of an aggregate material, recycled glass and a binder;
a base element comprising an aggregate material; and
a drain member below the base element is in fluid communication with at least one water quality unit,
wherein the porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
2. The water treatment apparatus according to claim 1 further comprising a plurality of porous pavement portions in fluid communication with a single water quality unit.
3. The water treatment apparatus according to claim 1 further comprising a plurality of porous pavement portions in fluid communication with a plurality of water quality units.
4. The water treatment apparatus according to claim 1 , wherein the water quality unit is an Advanced Drainage Systems (ADS) water quality unit.
5. The water treatment apparatus according to claim 1 , wherein the water quality unit is biological filter media.
6. The water treatment apparatus according to claim 1 , wherein the water quality unit is a mechanical filtration system.
7. The water treatment apparatus according to claim 1 , wherein the water quality unit is an organic filtration system.
8. The water treatment apparatus according to claim 1 further comprising an irrigation component.
9. The water treatment apparatus according to claim 1 , wherein the composite composition layer has a thickness between approximately 2.5 to 5 inches.
10. The water treatment apparatus according to claim 9 , wherein the composite composition layer further comprises a choker course is made of an aggregate material having an approximate diameter between ¼ to ⅜ inches and the choker course has a thickness of approximately 1.5 inches.
10. The water treatment apparatus according to claim 1 , wherein the base element has an approximate thickness between 4 to 12 inches.
11. The water treatment apparatus according to claim 10 , the base element is made of an aggregate material having an approximate diameter between 0.5 to 2.0 inches.
12. The water treatment apparatus according to claim 1 , wherein the drain member has an approximate thickness of 4 inches.
13. The water treatment apparatus according to claim 1 , wherein the composite composition layer has a solar reflectance index that is approximately between 49 to 62.
14. The water treatment apparatus according to claim 1 , wherein the composite composition layer further comprises recycled rubber.
15. A water treatment apparatus comprising:
at least one porous pavement portion comprising a composite composition layer having recycled glass and a binder;
a base element comprising an aggregate material; and
a drain member below the base element is in fluid communication with at least one water quality unit,
wherein the porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
16. The water treatment apparatus according to claim 14 , wherein the composite composition layer further comprises recycled rubber.
17. The water treatment apparatus according to claim 14 further comprising a plurality of porous pavement portions in fluid communication with a single water quality unit.
18. The water treatment apparatus according to claim 14 further comprising a plurality of porous pavement portions in fluid communication with a plurality of water quality units.
19. A walkway or roadway comprising:
a water treatment apparatus comprising:
at least one porous pavement portion comprising a composite composition layer having recycled glass and a binder;
a base element comprising an aggregate material; and
a drain member below the base element is in fluid communication with at least one water quality unit,
wherein the porous pavement portion directs a flow of fluid to the water quality unit, and the water quality unit filters pollutants contained in the fluid.
20. The walkway or roadway according to claim 19 , wherein the composite composition layer further comprises an aggregate material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US13/944,681 US20140158597A1 (en) | 2012-07-17 | 2013-07-17 | Combined water treatment apparatus |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US201261672727P | 2012-07-17 | 2012-07-17 | |
US13/944,681 US20140158597A1 (en) | 2012-07-17 | 2013-07-17 | Combined water treatment apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
US20140158597A1 true US20140158597A1 (en) | 2014-06-12 |
Family
ID=50879792
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/944,681 Abandoned US20140158597A1 (en) | 2012-07-17 | 2013-07-17 | Combined water treatment apparatus |
Country Status (1)
Country | Link |
---|---|
US (1) | US20140158597A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110499694A (en) * | 2019-09-03 | 2019-11-26 | 李泽君 | A kind of runway of the permeable cooling of block-proof type |
US10640929B2 (en) * | 2017-03-24 | 2020-05-05 | Pavedrain, Llc | Ground water filtration system |
CN111155385A (en) * | 2020-01-06 | 2020-05-15 | 浙江大学城市学院 | Treatment structure and construction method for newly added retaining wall of active large-deformation roadbed |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3925206A (en) * | 1974-09-26 | 1975-12-09 | Stanley J Dea | System for home wastewater treatment and disposal |
US5906454A (en) * | 1997-02-12 | 1999-05-25 | Medico, Jr.; John J. | Environmental porous overlayer and process of making the same |
US6277274B1 (en) * | 1999-04-16 | 2001-08-21 | Larry Steven Coffman | Method and apparatus for treating stormwater runoff |
US20020139736A1 (en) * | 2000-01-19 | 2002-10-03 | Stever R. Russell | Stormwater treatment apparatus |
US6779946B1 (en) * | 1999-02-24 | 2004-08-24 | Humberto Urriola | Drainage structures |
US20090067924A1 (en) * | 2007-09-07 | 2009-03-12 | Kaul Corporation | Hydrocarbon-adsorbing porous pavement structure |
WO2011084793A1 (en) * | 2009-12-21 | 2011-07-14 | Basf Corporation | Composite materials comprising aggregate and an elastomeric composition |
-
2013
- 2013-07-17 US US13/944,681 patent/US20140158597A1/en not_active Abandoned
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3925206A (en) * | 1974-09-26 | 1975-12-09 | Stanley J Dea | System for home wastewater treatment and disposal |
US3925206B1 (en) * | 1974-09-26 | 1986-05-06 | ||
US5906454A (en) * | 1997-02-12 | 1999-05-25 | Medico, Jr.; John J. | Environmental porous overlayer and process of making the same |
US6779946B1 (en) * | 1999-02-24 | 2004-08-24 | Humberto Urriola | Drainage structures |
US6277274B1 (en) * | 1999-04-16 | 2001-08-21 | Larry Steven Coffman | Method and apparatus for treating stormwater runoff |
US20020139736A1 (en) * | 2000-01-19 | 2002-10-03 | Stever R. Russell | Stormwater treatment apparatus |
US20090067924A1 (en) * | 2007-09-07 | 2009-03-12 | Kaul Corporation | Hydrocarbon-adsorbing porous pavement structure |
WO2011084793A1 (en) * | 2009-12-21 | 2011-07-14 | Basf Corporation | Composite materials comprising aggregate and an elastomeric composition |
Non-Patent Citations (1)
Title |
---|
Hunt, W. and K. Collins. 2008. "Permeable Pavement: Research Update and Design Implications." North Carolina Cooperative Extension Service Bulletin. Urban Waterways Series. AG-588-14. North Carolina State University. Raleigh, NC. http://www.bae.ncsu.edu/stormwater/PublicationFiles/ PermPave2008.pdf. * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10640929B2 (en) * | 2017-03-24 | 2020-05-05 | Pavedrain, Llc | Ground water filtration system |
CN110499694A (en) * | 2019-09-03 | 2019-11-26 | 李泽君 | A kind of runway of the permeable cooling of block-proof type |
CN111155385A (en) * | 2020-01-06 | 2020-05-15 | 浙江大学城市学院 | Treatment structure and construction method for newly added retaining wall of active large-deformation roadbed |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10696573B2 (en) | Tree box filter with hydromodification panels | |
KR102053044B1 (en) | The Permeable sidewalk block construction method for stormwater runoff reduction | |
KR20190072096A (en) | Porous water permeable sidewalk block | |
KR101286583B1 (en) | Rainwater storage block | |
KR101446275B1 (en) | Rainwater retention and infiltration system preventing road and sidewalk flood damage and lowering non-point source cotaminant and its construction method | |
KR101492601B1 (en) | Eco-friendly Rain-water Retaining Facility for Keeping Water in Ground | |
US20110147303A1 (en) | Bioretention System With High Internal High Flow Bypass | |
KR101319073B1 (en) | Rainwater collecting apparatus and rainwater management system | |
US20080245710A1 (en) | Exfiltration apparatus | |
CN204849520U (en) | Road drainage system | |
US20140158597A1 (en) | Combined water treatment apparatus | |
US8323485B2 (en) | Storm water filter systems | |
KR101292813B1 (en) | Rainwater management system and rainwater management method for sidewalk | |
KR101205223B1 (en) | System for treating infiltration water | |
KR101503523B1 (en) | Rainwater management system and method in green floating type | |
US20080073295A1 (en) | Water pollution trap and methods of use thereof | |
CN104878690A (en) | Runoff processing and emergency system for bridge floor | |
US20080017561A1 (en) | Combined filtration and anti-microbial treatment trench filter device for storm water pipes and drainage trenches | |
US11065563B2 (en) | Up-flow water filtration system | |
KR101332600B1 (en) | Multi tubular type-rainwater storage and infiltration system considering water quality of rainwater runoff on artificial ground and rainwater management method | |
CN107587577A (en) | Band is detained in a kind of sunk type biological cleaning | |
CN203741705U (en) | Bridge surface runoff processing and emergency system | |
CN107460944B (en) | Road surface rainwater discarding and comprehensive utilization system | |
KR101055652B1 (en) | Infiltration trench having natural water circulation and make better use of a space the use of effective materials | |
KR100949388B1 (en) | Purification equipment for a city and draining system using thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |