GB2248057A - Offshore aerated sewage station - Google Patents

Offshore aerated sewage station Download PDF

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Publication number
GB2248057A
GB2248057A GB9020862A GB9020862A GB2248057A GB 2248057 A GB2248057 A GB 2248057A GB 9020862 A GB9020862 A GB 9020862A GB 9020862 A GB9020862 A GB 9020862A GB 2248057 A GB2248057 A GB 2248057A
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United Kingdom
Prior art keywords
sewage
tanks
oxygen
sea
tank
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.)
Granted
Application number
GB9020862A
Other versions
GB2248057B (en
GB9020862D0 (en
Inventor
Reginald Littlejohns
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to GB9020862A priority Critical patent/GB2248057B/en
Publication of GB9020862D0 publication Critical patent/GB9020862D0/en
Publication of GB2248057A publication Critical patent/GB2248057A/en
Application granted granted Critical
Publication of GB2248057B publication Critical patent/GB2248057B/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/20Activated sludge processes using diffusers
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

Because of the high cost & nuisance factor of building new sewage plants it is proposed that concrete or stool decomposition tanks be placed off shore at the end of sewage outfalls. These structures to be built or scuttled on to the sea-bed in much the same way as the mulberry harbour used in the 1945 "D" Day landings of the last war. To increase the speed of decomposition in the sewage slurry it is proposed to lay air/oxygen bleed pipes 2, which bubble air/oxygen into the sewage slurry. Clarified water would rise to the surface & be syphoned into further aerated clarification tanks or discharged into the sea. <IMAGE>

Description

MARINE SEWAGE STATION There is a vital demand for sewage treatment around the coast where the effects of polution are increasing to an unnacceptable degree. Local Authorities are not treating this problem with any degree of urgency and because of the cost factor will not do so until forced to do so by law or pressure of local opinion.
Considering the cost problem large tracts of land are needed.
Expensive equipment or decomposition tanks are needed.
Objections to any new structures are fierce because of the smells.
It is proposed that large decomposition tanks be built 5-10 miles off shore fed by steel or plastic piping (to carry raw sewage).
The decomposition of raw sewage is created by beneficial bacteria destroying harmful bacteria. This can be accelerated and promoted by adding air or oxygen to the slurry.
It is proposed that oxygen or air be added to the decomposition tank by one or all of several methods.
Compressed air or oxygen pumped from compressors on land or on the structure into small bleed pipes.
Electrolysis of the water in the D-tank creating oxygen and hydrogen on the anodes and cathodes.
Large pistons operated by wave motion pumping compressed air into the aerate pipes. Liquid air or oxygen delivered by boat or insulated pipework to the D-tanks.
It is proposed that the D-tanks be constructed of steel or re-inforced concrete built in sections. Floated to a flat level sea-bed in about 40'-50 of water.
The prefabricated units would be assembled to-gether & BR< scuttled onto the sea floor. In much the same way as the mulberry harbour used in 1945. For the "D" Day landings.
On competion of assembly slurry & air/oxygen would be pumped in & the salt water in the tank displaced.
As the process of purification begins the clean water would rise to the surface & can be discharged into the sea.
Greater efficiency might be obtained by constructing a series of inner tanks all aerated & each syphoning into the next tank, the effluent beccoming progessively cleaner.
There would be a build-up of sludge in the D tank over a period of time. This could be sucked up into a tanker & BR< dumped in deep water.

Claims (1)

  1. CLAIM
    A concrete, steel or plastic tank or series of connected tanks built on or floated out & scuttled at the end of a sewage outfall these tanks to be aerated by oxygen or air fed from small bore "bleed" pipes laid criss-cross or laterally on the tank bottam.
    After the tank has filled with sewage slurry & aeration begins clarified water rises & is syphoned off for further clarification or discharge into the sea.
GB9020862A 1990-09-22 1990-09-22 Marine sewage station Expired - Fee Related GB2248057B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB9020862A GB2248057B (en) 1990-09-22 1990-09-22 Marine sewage station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9020862A GB2248057B (en) 1990-09-22 1990-09-22 Marine sewage station

Publications (3)

Publication Number Publication Date
GB9020862D0 GB9020862D0 (en) 1990-11-07
GB2248057A true GB2248057A (en) 1992-03-25
GB2248057B GB2248057B (en) 1994-06-15

Family

ID=10682723

Family Applications (1)

Application Number Title Priority Date Filing Date
GB9020862A Expired - Fee Related GB2248057B (en) 1990-09-22 1990-09-22 Marine sewage station

Country Status (1)

Country Link
GB (1) GB2248057B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002055442A1 (en) * 2001-01-10 2002-07-18 Consiglio Nazionale Delle Ricerche A process and apparatus for submerged biodepuration of effluents disposed of in the sea
NL1029693C2 (en) * 2005-08-09 2007-02-12 Arjan Hemmink Wastewater treatment device for houseboats comprises a wastewater purification unit mounted in a heavy floating container

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1358356A (en) * 1971-09-07 1974-07-03 Aldag W Purifying sewage and other liquids
GB1409926A (en) * 1972-11-21 1975-10-15 Castell W G Means and method for disposal of effluents
GB1588994A (en) * 1977-06-20 1981-05-07 Stamicarbon Biological purification of waste water
JPS6054789A (en) * 1983-09-05 1985-03-29 Tokyu Constr Co Ltd Constructing method of septic tank
EP0165328A1 (en) * 1984-06-19 1985-12-27 Intekta S.A. Large-scale waste water treatment plant
JPH01180289A (en) * 1988-01-11 1989-07-18 Sumitomo Heavy Ind Ltd Sewage treating apparatus on sea surface

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1358356A (en) * 1971-09-07 1974-07-03 Aldag W Purifying sewage and other liquids
GB1409926A (en) * 1972-11-21 1975-10-15 Castell W G Means and method for disposal of effluents
GB1588994A (en) * 1977-06-20 1981-05-07 Stamicarbon Biological purification of waste water
JPS6054789A (en) * 1983-09-05 1985-03-29 Tokyu Constr Co Ltd Constructing method of septic tank
EP0165328A1 (en) * 1984-06-19 1985-12-27 Intekta S.A. Large-scale waste water treatment plant
JPH01180289A (en) * 1988-01-11 1989-07-18 Sumitomo Heavy Ind Ltd Sewage treating apparatus on sea surface

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002055442A1 (en) * 2001-01-10 2002-07-18 Consiglio Nazionale Delle Ricerche A process and apparatus for submerged biodepuration of effluents disposed of in the sea
US6821423B2 (en) 2001-01-10 2004-11-23 Consiglio Nazionale Delle Ricerche Process and apparatus for submerged biodepuration of effluents disposed of in the sea
NL1029693C2 (en) * 2005-08-09 2007-02-12 Arjan Hemmink Wastewater treatment device for houseboats comprises a wastewater purification unit mounted in a heavy floating container

Also Published As

Publication number Publication date
GB2248057B (en) 1994-06-15
GB9020862D0 (en) 1990-11-07

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Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee

Effective date: 19950922