US20140251460A1 - Wastewater Overflow Prevention System - Google Patents
Wastewater Overflow Prevention System Download PDFInfo
- Publication number
- US20140251460A1 US20140251460A1 US13/792,816 US201313792816A US2014251460A1 US 20140251460 A1 US20140251460 A1 US 20140251460A1 US 201313792816 A US201313792816 A US 201313792816A US 2014251460 A1 US2014251460 A1 US 2014251460A1
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- United States
- Prior art keywords
- wastewater
- overflow
- receptacle
- conduit
- extending
- 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
- 239000002351 wastewater Substances 0.000 title claims abstract description 91
- 230000002265 prevention Effects 0.000 title claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 238000002386 leaching Methods 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 abstract description 8
- 238000001514 detection method Methods 0.000 abstract description 2
- 238000009420 retrofitting Methods 0.000 abstract description 2
- 239000012530 fluid Substances 0.000 description 6
- 239000002699 waste material Substances 0.000 description 6
- 230000000630 rising effect Effects 0.000 description 5
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000000523 sample Substances 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 238000005406 washing Methods 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000000135 prohibitive effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000008376 long-term health Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
- E03F7/02—Shut-off devices
- E03F7/04—Valves for preventing return flow
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/40—Means for indicating blockage in sewer systems
-
- 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/7722—Line condition change responsive valves
- Y10T137/7837—Direct response valves [i.e., check valve type]
-
- 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/8158—With indicator, register, recorder, alarm or inspection means
Definitions
- the present invention relates to a home wastewater reversal and overflow prevention system and method that provide alternate wastewater routing in case of main sewer blockage as well as home detection and alert system for reversed wastewater overflow prevention. Its application is both in new construction (residential and commercial) as well as in retrofitting existing systems.
- Restricted flow can occur in many places within the system, e.g., at the leaching pipes, at the distribution box, at the filter within the septic which block solids from exiting the tank, at the inlet pipe to the septic tank, as well as anywhere along the wastewater pipes. Regardless of where the restriction occurs, wastewater fills the piping eventually backing up into the building. Wastewater continues to back up until it reaches the lowest discharge point. In buildings without pipe openings in the basement, wastewater will discharge at the lowest point on the first level typically causing a toilet to overflow.
- the established standard for septic systems are not equipped to detect flow restrictions nor contain an alarm to notify the building occupants that flow to the leach field/sewer is restricted or blocked.
- wastewater fills the outlet pipes.
- Undetected wastewater fills the waste pipes until the lowest level waste inlet point (opening) is reached.
- Typical low points where sewage discharges are a washer waste pipe, a water softener waste pipe, a toilet or a sink. At this point, the waste is discharged into the building creating damage and an immediate health risk. In many situations the area affected by the discharge cannot be completely cleaned and dried creating the potential for long-term health problems including mold buildup.
- a wastewater reversal and overflow prevention system incorporating three unique components that can all be implemented together or each one of them can be implemented independently. These components are an overflow conduit to remove waste water from building when the primary line is restricted, sensing probes in the overflow conduit to detect standing water which is an indicator of flow restriction, and a backflow preventer.
- an overflow conduit consists of a substantially vertical section of piping that projects from the main sewer line and a substantially horizontal section that travels through the foundation wall and continues outside to the overflow leaching field.
- the foundation is cored to place the overflow conduit above the main sewer line.
- the overflow conduit can be run across wooden truss section of building wall.
- the overflow conduit leads to an independent leaching system sector capturing overflow wastewater only.
- the overflow conduit fills with wastewater where blockage of the main sewer line occurs only.
- the substantially vertical section of the overflow conduit has a water sensor serving to detect rising wastewater level in the overflow conduit.
- the sensor is connected to an alarm designed to signal whenever flow is restricted.
- the advance notification provides a window of opportunity for corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
- a backflow preventer is located at the basement wastewater inlet. It consists of body piping section that accommodates a substantially spherical float, a porous, honeycombed, sieve-like or equivalent float seat that allows free water flow, and a gasket, all fitted between inlet and base piping of the wastewater inlet section.
- the backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position the float rests on the seat permitting wastewater from an appliance to enter the wastewater system.
- FIG. 1 shows a conventional wastewater drainage system within a building
- FIG. 2 shows a conventional wastewater leach field system.
- FIG. 3 shows a new construction system of the present invention including overflow conduit outfitted with a backlog water detect probe and wastewater inlet with backflow preventer.
- FIG. 4 presents advanced leach field system of the present invention.
- FIG. 5 shows a retrofit construction system of the present invention including overflow conduit guided through the wooden truss section of building wall and outfitted with a backlog water detect probe, and wastewater inlet with backflow preventer.
- FIG. 6 shows restricted flow alarm system flow chart.
- FIG. 7 shows disassembled backflow preventer.
- FIG. 8 shows cross-sectional view of backflow preventer parts in the regular, open flow position.
- FIG. 1 there is disclosed a conventional wastewater drainage system within a building.
- FIG. 2 there is disclosed a conventional wastewater leach filed system. Shown is the leach field 20 , a distribution box 28 , a septic tank 22 where wastewater flows through a wastewater pipe 24 past a building foundation 26 .
- an overflow conduit consisting of a substantially vertical section of piping ( 6 ) that extends upward from the main sewer line ( 4 ), and a substantially horizontal section ( 7 ) that travels through the foundation wall and continues outside to a dedicated, separate overflow leaching field ( 8 ) shown in FIG. 4 or an overflow holding tank (not shown).
- the foundation is cored to place the overflow conduit above the main sewer line.
- Foundation coring can also be used for a retrofit of an existing system.
- FIG. 5 shows another implementation for retrofit where foundation coring is cost prohibitive or impractical.
- Such system has the overflow conduit that runs across wooden truss section of building wall. This alternative provides an overflow route without the cost of coring the foundation. All the overflow conduits described above lead to an independent leaching system sector that captures overflow wastewater only.
- the substantially vertical section of the overflow conduit of both systems accommodates water sensor ( 9 ) serving to detect rising wastewater level in the overflow conduit.
- the sensor is connected to a commercially available alarm system ( FIG. 6 ) designed to signal when flow is restricted.
- the present invention can use any of the available alert system including but not limited to auditory signals, pager notification, internet messaging, text messaging as well as connection to building monitoring services like ADT.
- This advance notification provides a window of opportunity to take corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
- a backflow preventer ( 10 ) is located at the basement wastewater inlet. It consists of body piping ( 11 ) section that accommodates a substantially spherical float ( 12 ), a porous, honeycombed or equivalent float seat ( 13 ), and a gasket ( 14 ), all fitted between inlet ( 15 ) and base piping ( 16 ) of the wastewater inlet section.
- FIG. 7 shows the backflow preventer components in a disassembled disposition.
- the backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position, as in FIG. 8 , the float rests on the seat permitting wastewater from an appliance (washing machine, water softener, etc.) to enter the wastewater system providing an open path for wastewater to exit the building.
- All the piping and conduits of the present invention are made of PVC or equivalent material known in the art.
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sink And Installation For Waste Water (AREA)
Abstract
The present invention is a reversed wastewater overflow prevention system that provides alternate wastewater routing in case of main sewer blockage as well as home detection and alert system of wastewater drainage problem. Its main components include a wastewater overflow conduit outfitted with an overflow water sensor that is connected to an alarm, and one or more wastewater backflow preventers. The system application is both in new construction, residential and commercial, as well as in retrofitting existing systems. When all the components are combined the system provides both an alternate route for reversed wastewater to exit the building wastewater drainage system into an overflow leaching field and an alert system that provides warning about a drainage system problem.
Description
- 1. Field of the Invention
- The present invention relates to a home wastewater reversal and overflow prevention system and method that provide alternate wastewater routing in case of main sewer blockage as well as home detection and alert system for reversed wastewater overflow prevention. Its application is both in new construction (residential and commercial) as well as in retrofitting existing systems.
- 2. Description of Related Art Conventional household septic and sewer systems consist of a number of wastewater receptacles (such as toilets or wastewater inlets for basement appliances as in
FIG. 1 ) positioned throughout a building structure and piping that goes through a foundation wall to an external leach system. The piping takes wastewater from a building to a septic tank where solids drop to the bottom and fluids, after rising to the level of distribution box piping, travel to the distribution box wherefrom effluent is redirected to, typically two to four, leach field lines as inFIG. 2 . - Restricted flow can occur in many places within the system, e.g., at the leaching pipes, at the distribution box, at the filter within the septic which block solids from exiting the tank, at the inlet pipe to the septic tank, as well as anywhere along the wastewater pipes. Regardless of where the restriction occurs, wastewater fills the piping eventually backing up into the building. Wastewater continues to back up until it reaches the lowest discharge point. In buildings without pipe openings in the basement, wastewater will discharge at the lowest point on the first level typically causing a toilet to overflow.
- The established standard for septic systems are not equipped to detect flow restrictions nor contain an alarm to notify the building occupants that flow to the leach field/sewer is restricted or blocked. When the waste outflow is restricted or blocked, wastewater fills the outlet pipes. Undetected wastewater fills the waste pipes until the lowest level waste inlet point (opening) is reached. Typical low points where sewage discharges are a washer waste pipe, a water softener waste pipe, a toilet or a sink. At this point, the waste is discharged into the building creating damage and an immediate health risk. In many situations the area affected by the discharge cannot be completely cleaned and dried creating the potential for long-term health problems including mold buildup.
- Nonetheless, most commercially available alarm solutions alert property occupants only after the damage has occurred. Also, the use of commercially available backflow preventers is not expedient as they are designed to allow fluid buildup to escape with increasing pressure and then prevent it from returning to its source when the pressure subsides. If used in the wastewater system they would allow wastewater backup to flood the inlet area and prevent it from going back down the drain once the restriction is removed.
- Therefore, an urgent need exists for a system that solves the above challenges present in the prior art.
- In an exemplary embodiment of the present invention, there is disclosed a wastewater reversal and overflow prevention system incorporating three unique components that can all be implemented together or each one of them can be implemented independently. These components are an overflow conduit to remove waste water from building when the primary line is restricted, sensing probes in the overflow conduit to detect standing water which is an indicator of flow restriction, and a backflow preventer.
- In the system of the present invention an overflow conduit consists of a substantially vertical section of piping that projects from the main sewer line and a substantially horizontal section that travels through the foundation wall and continues outside to the overflow leaching field. In new construction the foundation is cored to place the overflow conduit above the main sewer line. For retrofit where foundation coring is cost prohibitive or impractical the overflow conduit can be run across wooden truss section of building wall. The overflow conduit leads to an independent leaching system sector capturing overflow wastewater only. The overflow conduit fills with wastewater where blockage of the main sewer line occurs only.
- The substantially vertical section of the overflow conduit has a water sensor serving to detect rising wastewater level in the overflow conduit. The sensor is connected to an alarm designed to signal whenever flow is restricted. The advance notification provides a window of opportunity for corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
- A backflow preventer is located at the basement wastewater inlet. It consists of body piping section that accommodates a substantially spherical float, a porous, honeycombed, sieve-like or equivalent float seat that allows free water flow, and a gasket, all fitted between inlet and base piping of the wastewater inlet section. The backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position the float rests on the seat permitting wastewater from an appliance to enter the wastewater system.
- However, in cases where the overflow conduit exits a building at a level above the one where the lowest positioned wastewater inlet discharges wastewater into the system flow must be restricted from exiting into the building at these locations in order for the wastewater to reach the overflow piping. When wastewater discharge is impeded, pressure created by liquid rising in wastewater inlet piping causes the float of the backflow preventer to rise and press against the gasket thus blocking discharge from the wastewater inlet. To enable the system to function as desired, a backflow preventer must be installed at each inlet that is below the lowest ‘flow level’ of the overflow conduit.
- The more important features of the invention have thus been outlined in order that the more detailed description that follows may be better understood and in order that the present contribution to the art may better be appreciated. Additional features of the invention will be described hereinafter and will form the subject matter of the claims that follow. Also it is to be understood that the phraseology and terminology employed herein are for the purpose of description and should not be regarded as limiting. Those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiment as a basis for designing or modifying other structures for carrying out the same purposes of the present invention and that such other structures do not depart from the spirit and scope of the invention in its broadest form.
- Other aspects, features, and advantages of the present invention will become more fully apparent from the following detailed description, the appended claim, and the accompanying drawings in which similar elements are given similar reference numerals.
-
FIG. 1 shows a conventional wastewater drainage system within a building -
FIG. 2 shows a conventional wastewater leach field system. -
FIG. 3 shows a new construction system of the present invention including overflow conduit outfitted with a backlog water detect probe and wastewater inlet with backflow preventer. -
FIG. 4 presents advanced leach field system of the present invention. -
FIG. 5 shows a retrofit construction system of the present invention including overflow conduit guided through the wooden truss section of building wall and outfitted with a backlog water detect probe, and wastewater inlet with backflow preventer. -
FIG. 6 shows restricted flow alarm system flow chart. -
FIG. 7 shows disassembled backflow preventer. -
FIG. 8 shows cross-sectional view of backflow preventer parts in the regular, open flow position. - Before explaining at least one embodiment of the invention in detail, it is to be understood that the invention is not limited in its application to the details of construction and the arrangements of the components set forth in the following description or illustrated in the drawings. The invention is capable of other embodiments and of being practiced and carried out in various ways.
- Referring to
FIG. 1 there is disclosed a conventional wastewater drainage system within a building. - Referring to
FIG. 2 there is disclosed a conventional wastewater leach filed system. Shown is theleach field 20, adistribution box 28, aseptic tank 22 where wastewater flows through awastewater pipe 24 past abuilding foundation 26. - Referring to
FIG. 3 , there is disclosed a reversal and overflow prevention system designed for new construction. It receives wastewater from household wastewater receptacles that are represented in the drawing by a toilet (1) and a wastewater inlet from household appliances (2). The piping extending from the receptacles takes wastewater substantially vertically in the downward direction (3) until it reaches the lowest level of the installation where a substantially horizontal main sewer line (4) leads through the building foundation wall (5) to a traditional leach field system represented inFIG. 4 . Therein is included anoverflow wastewater route 40 and anoverflow leaching field 8. Interior of the building houses also another section of the system which is an overflow conduit consisting of a substantially vertical section of piping (6) that extends upward from the main sewer line (4), and a substantially horizontal section (7) that travels through the foundation wall and continues outside to a dedicated, separate overflow leaching field (8) shown inFIG. 4 or an overflow holding tank (not shown). In new construction the foundation is cored to place the overflow conduit above the main sewer line. Foundation coring can also be used for a retrofit of an existing system. -
FIG. 5 shows another implementation for retrofit where foundation coring is cost prohibitive or impractical. Such system has the overflow conduit that runs across wooden truss section of building wall. This alternative provides an overflow route without the cost of coring the foundation. All the overflow conduits described above lead to an independent leaching system sector that captures overflow wastewater only. - The substantially vertical section of the overflow conduit of both systems accommodates water sensor (9) serving to detect rising wastewater level in the overflow conduit. The sensor is connected to a commercially available alarm system (
FIG. 6 ) designed to signal when flow is restricted. The present invention can use any of the available alert system including but not limited to auditory signals, pager notification, internet messaging, text messaging as well as connection to building monitoring services like ADT. This advance notification provides a window of opportunity to take corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building. - A backflow preventer (10) is located at the basement wastewater inlet. It consists of body piping (11) section that accommodates a substantially spherical float (12), a porous, honeycombed or equivalent float seat (13), and a gasket (14), all fitted between inlet (15) and base piping (16) of the wastewater inlet section.
FIG. 7 shows the backflow preventer components in a disassembled disposition. The backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position, as inFIG. 8 , the float rests on the seat permitting wastewater from an appliance (washing machine, water softener, etc.) to enter the wastewater system providing an open path for wastewater to exit the building. - However, in cases where an overflow conduit exit from a building is positioned at a level above the one where a washer, water softener or other device discharges wastewater into the system is positioned, flow must be restricted from exiting back into the building at these locations in order for the wastewater to reach the overflow piping. When wastewater discharge is impeded, pressure created by liquid rising in wastewater inlet piping causes the float of the backflow preventer of the present invention to rise and press against the gasket thus blocking discharge from the wastewater inlet. To enable the system to function as desired, a backflow preventer must be installed at each inlet that is below the lowest ‘flow level’ of the overflow conduit.
- The system of the present invention can also incorporate sink traps (not detailed in the diagrams) on both the wastewater inlet and the overflow pipe to prevent gases from the sewer/septic from entering the building.
- All the piping and conduits of the present invention are made of PVC or equivalent material known in the art.
- While there have been shown and described and pointed out the fundamental novel features of the invention as applied to the preferred embodiments, it will be understood that the foregoing is considered as illustrative only of the principles of the invention and not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obvious modifications or variations are possible in light of the above teachings. The embodiments discussed were chosen and described to provide the best illustration of the principles of the invention and its practical application to enable one of ordinary skill in the art to utilize the invention in various embodiments and with various modifications as are suited to the particular use contemplated All such modifications and variations are within the scope of the invention as determined by the appended claims when interpreted in accordance with the breadth to which they are entitled.
Claims (4)
1. A wastewater overflow prevention system comprising:
a wastewater receptacle;
a wastewater pipeline extending from said receptacle with one section running in a substantially vertical downward direction, subsequently connected to another section running in substantially horizontal plane and extending to the leaching field;
a wastewater overflow conduit having proximal section extending from said wastewater pipeline in a substantially vertical upward direction, connected to said conduit distal section leading to an overflow leaching field; and
a water sensor fitted in said overflow conduit and connected to an alarm.
2. A wastewater overflow prevention system comprising:
a wastewater receptacle;
a wastewater pipeline extending from said receptacle with one section running in a substantially vertical downward direction, subsequently connected to another section running in substantially horizontal plane and extending to the leaching field;
a wastewater overflow conduit having proximal section extending from said wastewater pipeline in a substantially vertical upward direction, connected to said conduit distal section leading to an overflow leaching field; and
a means for backflow prevention fitted in said wastewater receptacle,
said means for backflow prevention consisting of
a tubular body connected to said wastewater receptacle at one end and to said wastewater pipeline at the other end, said body housing
a gasket,
a substantially spherical float, and
a float seat allowing substantially unobstructed water flow.
3. A wastewater overflow prevention system comprising:
a wastewater receptacle;
a wastewater pipeline extending from said receptacle with one section running in a substantially vertical downward direction, subsequently connected to another section running in substantially horizontal plane and extending to the leaching field;
a wastewater overflow conduit having proximal section extending from said wastewater pipeline in a substantially vertical upward direction, connected to said conduit distal section leading to an overflow leaching field;
a water sensor fitted in said overflow conduit and connected to an alarm; and
a means for backflow prevention fitted in said wastewater receptacle,
said means for backflow prevention consisting of
a tubular body connected to said wastewater receptacle at one end and to said wastewater pipeline at the other end, said body housing
a gasket,
a substantially spherical float, and
a float seat allowing substantially unobstructed water flow.
4. A wastewater overflow prevention system of claim 3 where said wastewater receptacle is positioned below said wastewater overflow conduit highest point.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US13/792,816 US20140251460A1 (en) | 2013-03-11 | 2013-03-11 | Wastewater Overflow Prevention System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US13/792,816 US20140251460A1 (en) | 2013-03-11 | 2013-03-11 | Wastewater Overflow Prevention System |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20140251460A1 true US20140251460A1 (en) | 2014-09-11 |
Family
ID=51486336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US13/792,816 Abandoned US20140251460A1 (en) | 2013-03-11 | 2013-03-11 | Wastewater Overflow Prevention System |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20140251460A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016211220A (en) * | 2015-05-08 | 2016-12-15 | 積水化学工業株式会社 | Piping structure for temporary toilet |
| CN109594460A (en) * | 2017-07-19 | 2019-04-09 | 莫元平 | Waterproof bridge |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3229707A (en) * | 1962-08-27 | 1966-01-18 | Suchan Andrew | Sewer back-up release pressure pipe system |
| US5028910A (en) * | 1989-12-08 | 1991-07-02 | Meacham Huey W | Drain overflow alarm |
| US5662138A (en) * | 1996-06-12 | 1997-09-02 | Wang; Wen-Hsing | Drop head structure |
| US6341618B1 (en) * | 2001-05-30 | 2002-01-29 | Rudolph V. Ricci | Plumbing stop valve and method of use |
| US6779553B1 (en) * | 2003-03-11 | 2004-08-24 | Michael A. Heidger | Emergency backflow system |
| US6799844B2 (en) * | 2002-12-16 | 2004-10-05 | Xerox Corporation | High shear ball check valve device and a liquid ink image producing machine using same |
| US6997201B2 (en) * | 2003-10-02 | 2006-02-14 | Preul Herbert C | Wastewater source control system |
| US20090173396A1 (en) * | 2008-01-08 | 2009-07-09 | Mario Spadavecchia | One piece plumbing vent, drain pipe |
| US20090320936A1 (en) * | 2008-06-25 | 2009-12-31 | Brunner Richard A | Dual action low head isolation value |
| US20110023228A1 (en) * | 2009-07-30 | 2011-02-03 | Micro-Tech Development Limited | Drainage trapping cartridge and a drainage trapping device for preventing backflow of gas |
| US7907059B1 (en) * | 2006-08-04 | 2011-03-15 | James Guy | Sewage pipe alarm system and associated method |
-
2013
- 2013-03-11 US US13/792,816 patent/US20140251460A1/en not_active Abandoned
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3229707A (en) * | 1962-08-27 | 1966-01-18 | Suchan Andrew | Sewer back-up release pressure pipe system |
| US5028910A (en) * | 1989-12-08 | 1991-07-02 | Meacham Huey W | Drain overflow alarm |
| US5662138A (en) * | 1996-06-12 | 1997-09-02 | Wang; Wen-Hsing | Drop head structure |
| US6341618B1 (en) * | 2001-05-30 | 2002-01-29 | Rudolph V. Ricci | Plumbing stop valve and method of use |
| US6799844B2 (en) * | 2002-12-16 | 2004-10-05 | Xerox Corporation | High shear ball check valve device and a liquid ink image producing machine using same |
| US6779553B1 (en) * | 2003-03-11 | 2004-08-24 | Michael A. Heidger | Emergency backflow system |
| US6997201B2 (en) * | 2003-10-02 | 2006-02-14 | Preul Herbert C | Wastewater source control system |
| US7907059B1 (en) * | 2006-08-04 | 2011-03-15 | James Guy | Sewage pipe alarm system and associated method |
| US20090173396A1 (en) * | 2008-01-08 | 2009-07-09 | Mario Spadavecchia | One piece plumbing vent, drain pipe |
| US20090320936A1 (en) * | 2008-06-25 | 2009-12-31 | Brunner Richard A | Dual action low head isolation value |
| US20110023228A1 (en) * | 2009-07-30 | 2011-02-03 | Micro-Tech Development Limited | Drainage trapping cartridge and a drainage trapping device for preventing backflow of gas |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016211220A (en) * | 2015-05-08 | 2016-12-15 | 積水化学工業株式会社 | Piping structure for temporary toilet |
| CN109594460A (en) * | 2017-07-19 | 2019-04-09 | 莫元平 | Waterproof bridge |
| CN109736193A (en) * | 2017-07-19 | 2019-05-10 | 莫元平 | Bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |