GB2462091A - Parallel sewer system - Google Patents
Parallel sewer system Download PDFInfo
- Publication number
- GB2462091A GB2462091A GB0813425A GB0813425A GB2462091A GB 2462091 A GB2462091 A GB 2462091A GB 0813425 A GB0813425 A GB 0813425A GB 0813425 A GB0813425 A GB 0813425A GB 2462091 A GB2462091 A GB 2462091A
- Authority
- GB
- United Kingdom
- Prior art keywords
- sewers
- sewer
- sewage
- rainwater
- sewerage
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
-
- 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
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The invention relates to a new sewerage pipe positioned parallel too and stepped higher up to an existing sewer pipe. The new pipe is capable of handling excess water due to flooding. The system will be used on land which is liable to be affected by flooding. Pumps and storage tanks may also be included with the sewerage pipe.
Description
FLOOD SEWERAGE-THE PARALLEL SYSTEM
This invention relates to properties which suffered flooding, are liable to be affected by flooding and to logged land which cannot be developed.
The idea is to build a new sewerage system parallel and stepped up higher to the existing one. This will involve mainly the storm sewer and will relate at first to separate drainage system where the storm intercepting chamber is connected to the existing storm sewer.
In the event that the drainage system is combined, the intercepting chamber will be connected to a filter system before diversing to the storm sewer.
From the sewer the water gets treated in a plant then stored in reservoirs for recirculation into drinking water and/or after sewerage can also be diversed in the sea.
The system will be helped by special pipe work, either tanks, pumps depending on the strength and power of the flooding.
LOGGED LAND
To take advantage of existing land which can be developed for residential and commercial, it is imperative to have a separate drainage system to control storm water from flood.
We will be working in conjunction and approval of Local Authorities, Environment Agencies and Water Boards. We will be using firms who specialise in underground pipes, and who deal also with tanks and treating plant.
FLOOD SEWERAGE-THE PARALLEL SYSTEM KEY:
Figure 1 shows terra-cotta invert block used in brick egg-shape sewer.
Figure 2 shows alternative egg-shape construction.
Figure 3 shows plan of brick manhole for 75Ommx 112.5mm egg-shape sewer.
Figure 4 shows cross section through manhole and sewer of figure 3 plan.
Figure 5 shows egg-shape sewer under dry weather flow conditions.
Figure 6 shows circular sewer under dry weather flow conditions.
Figure 7 shows dimensions of old egg-shape sewer.
Figure 8 shows dimensions of new egg-shape sewer.
Figure 9 shows plan of side entrance manhole on egg-shaped sewer.
Figure 10 shows cross section of manhole shown in figure 9.
Figure 11 shows plan of brick manhole for 300mm circular pipe.
Figure 12 shows cross section and longitudinal section through manhole, shown in figure 11. * a. * * . * *. * * *. * * .* * . * * .. a..
S * S. * a * *S.. S. * S S.
Claims (4)
- " Sewerage" and "sewage". The term sewerage means the system Of sewers for the collection from a district not only the wastes from the various sanitary fittings, but also The rainwater which falls on the area sewered and is not absorbed by the ground. The Dirty water carried by the sewers is "sewage"
- 2 There are three methods of arranging a system of sewers, known respectively as The combined, separate and partially separate systems.a) Combined system. the combined system involves only the provision of a single Sewer in each street, there being also a single system of drains to each building, i.e. the sewer takes all the domestic sewage, rainwater on roofs and backyards and the road drainage.b) Separate system. In the separate system there are two sewers, one for foul sewage and one for surface water. Each building has two sets of drains, one for sewage and one for rainwater.b) Partially separate system. The partially separate system is a compromise between the two just described, and consists of two sewers; one sewer takes all drainage from buidings(i.e. the "soil" sewage, the waste water from baths, basins,sinks and rainwater from roofs and private paved spaces). The other sewer takes the surface water from road gulleys and public paved spaces.
- 3 Intercepting chamber is the last manhole of a property before connecting to the sewer.
- 4 Pipe sewer. Small sewers are generally constructed of Iron pipes with caulked lead joints or of stoneware pipes. Stoneware pipes can rise as much as 750mm diameter.They are also built in brickwork, pre cast concrete and heavy duty PVC 1200mm diameter and larger.They come in different shape, egg shape, oblong and circular sewers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0813425A GB2462091A (en) | 2008-07-23 | 2008-07-23 | Parallel sewer system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0813425A GB2462091A (en) | 2008-07-23 | 2008-07-23 | Parallel sewer system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| GB0813425D0 GB0813425D0 (en) | 2008-08-27 |
| GB2462091A true GB2462091A (en) | 2010-01-27 |
Family
ID=39737472
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB0813425A Withdrawn GB2462091A (en) | 2008-07-23 | 2008-07-23 | Parallel sewer system |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB2462091A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3822903A (en) * | 1972-03-31 | 1974-07-09 | Mac Kenhus Corp | Multi-core underground conduit-manhole system |
| US5322387A (en) * | 1992-06-08 | 1994-06-21 | Heine Robert S | Waste water drainfield |
| US6485647B1 (en) * | 1999-03-17 | 2002-11-26 | David A. Potts | Method and apparatus for treating leach fields |
-
2008
- 2008-07-23 GB GB0813425A patent/GB2462091A/en not_active Withdrawn
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3822903A (en) * | 1972-03-31 | 1974-07-09 | Mac Kenhus Corp | Multi-core underground conduit-manhole system |
| US5322387A (en) * | 1992-06-08 | 1994-06-21 | Heine Robert S | Waste water drainfield |
| US6485647B1 (en) * | 1999-03-17 | 2002-11-26 | David A. Potts | Method and apparatus for treating leach fields |
Also Published As
| Publication number | Publication date |
|---|---|
| GB0813425D0 (en) | 2008-08-27 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |