GB1603299A - Creation of Inventions and Patents with Artificial Intelligence

GB1603299A – Process and apparatus for the aerobic biological treatment of waste water
– Google Patents

GB1603299A – Process and apparatus for the aerobic biological treatment of waste water
– Google Patents
Process and apparatus for the aerobic biological treatment of waste water

Download PDF
Info

Publication number
GB1603299A

GB1603299A
GB21190/77A
GB2119077A
GB1603299A
GB 1603299 A
GB1603299 A
GB 1603299A
GB 21190/77 A
GB21190/77 A
GB 21190/77A
GB 2119077 A
GB2119077 A
GB 2119077A
GB 1603299 A
GB1603299 A
GB 1603299A
Authority
GB
United Kingdom
Prior art keywords
waste water
siphon
oxygen
sewage
passing
Prior art date
1977-05-19
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.)

Expired

Application number
GB21190/77A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)

Water Research Centre

Original Assignee
Water Research Centre
Priority date (The priority date 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 date listed.)
1977-05-19
Filing date
1977-05-19
Publication date
1981-11-25

1977-05-19
Application filed by Water Research Centre
filed
Critical
Water Research Centre

1977-05-19
Priority to GB21190/77A
priority
Critical
patent/GB1603299A/en

1978-05-17
Priority to US05/906,449
priority
patent/US4216089A/en

1978-05-18
Priority to CA303,701A
priority
patent/CA1098224A/en

1978-05-19
Priority to DE19782822003
priority
patent/DE2822003A1/en

1978-05-19
Priority to FR7814928A
priority
patent/FR2390988A1/en

1981-11-25
Publication of GB1603299A
publication
Critical
patent/GB1603299A/en

Status
Expired
legal-status
Critical
Current

Links

Espacenet

Global Dossier

Discuss

Classifications

C—CHEMISTRY; METALLURGY

C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F3/00—Biological treatment of water, waste water, or sewage

C02F3/02—Aerobic processes

C02F3/12—Activated sludge processes

C02F3/1278—Provisions for mixing or aeration of the mixed liquor

C02F3/1284—Mixing devices

C—CHEMISTRY; METALLURGY

C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F3/00—Biological treatment of water, waste water, or sewage

C02F3/02—Aerobic processes

C02F3/12—Activated sludge processes

C02F3/1205—Particular type of activated sludge processes

C02F3/1226—Particular type of activated sludge processes comprising an absorbent material suspended in the mixed liquor

C—CHEMISTRY; METALLURGY

C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F3/00—Biological treatment of water, waste water, or sewage

C02F3/28—Anaerobic digestion processes

C02F3/2806—Anaerobic processes using solid supports for microorganisms

C—CHEMISTRY; METALLURGY

C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE

C02F3/00—Biological treatment of water, waste water, or sewage

C02F3/30—Aerobic and anaerobic processes

C02F3/302—Nitrification and denitrification treatment

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

Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT

Y02W10/00—Technologies for wastewater treatment

Y02W10/10—Biological treatment of water, waste water, or sewage

Description

PATENT SPECIFICATION
Co, ( 21) Application No’s 21190/77 C\ 11201/78 -, ( 23) Complete Specification Filed 11 May 1978 ( 44) Complete Specification Published 25 Nov 1 ( 51) INT CL 3 CO 2 F 3/12 3/26 ( 52) Indexat Acceptance CIC 311 431 432 4 ( 11) 22) Filed 19 May 1977 ( 1 21 Mar 1978 981 B 3 Y 441 C ( 72) Inventors: Arthur Godfrey Boon, Harold Rodney Sven Page, Paul Frederick Cooper and Martin John Deverell White ( 54) PROCESS AND APPARATUS FOR THE AEROBIC BIOLOGICAL TREATMENT OF WASTE WATER ( 71) We, WATER RESEARCH CENTRE, a British Company limited by Guarantee, of 45 Station Road, Henley-on-Thames, Oxfordshire RG 9 1 BW, do hereby declare the invention, for which we pray that a patent may be granted to us, and the method by which it is to be performed, to be particularly described in and by the following statement:-
This invention is concerned broadly with a method of dissolving gases in aqueous liquids, and has particular utility (although it is not limited thereto) in the treatment of waste waters such as sewage.
In many fields of technology, it is necessary
1 5 to dissolve gases in liquids In general, this is effected simply by passing the gas into the liquid Where a relatively high concentration of dissolved gas is required (i e a concentration approaching saturation), it is usually necessary to pass into the liquid considerably more gas than is theoretically needed, since some of the gas will pass through and out of the liquid without dissolving Whilst it is sometimes possible to re-use some of the excess gas, this is not always practicable In any event, the necessity to inject excess gas increases the overall cost of the process.
There are many processes for the treatment of waste waters (by which term we include surface and waste waters generally, sewage, sludges and aqueous effluents from industry such as fermentation liquors) in which it is desirable to achieve a relatively high concentration of dissolved gas (usually oxygen) For example, in 3 5 the treatment of waste waters such as sewage to remove impurities therefrom, the sewage is aerated to promote the activity of micro-organisms therein which respire oxygen and it is desireble to maintain a relatively high dissolved oxygen (D O) concentration in the sewage An oxygen-enriched gas (for example commercial oxygen) is injected into the sewage and, in practice, in order to maintain a high D O concentration, it is necessary to supply considerably more oxygen than is actually taken up by the micro-organisms.
In another example, it is known to use an oxygen-enriched gas to prevent the formation of hydrogen sulphide in sewers, particularly rising main sewers (see Progress in Water Tech 50 nology, Vol 7 ( 1975) No 2, pages 289-300).
Again, in order to achieve the highest desirable D.O concentration, more oxygen has to be supplied than is actually taken up and used by the; micro-organisms in the sewage 55 Apart from the wastage of gas referred to above, the general technique of dissolving a gas in a liquid by injecting the gas therein is attractively simple and economic in operation It would, therefore, be highly advantageous if 60 this general technique could be used without the necessity for considerable wastage of gas which, in the case for example of commercial oxygen of oxygen-enriched air, is expensive.
We have now found that this wastage can be 65 reduced if the aqueous fluid is first subjected to a preliminary treatment prior to injecting the desired gas Furthermore, we have found that this preliminary treatment can be effected relatively inexpensively and that, after the prelim 70 inary treatment, relatively high concentrations of dissolved gas can be obtained in the fluid more easily and efficiently.
According to the invention, there is provided a method of dissolving a gas in an aqueous 75 liquid which comprises first subjecting the liquid to a reduced pressure by passing it through a siphon, whereby gases previously dissolved, entrained or generated therein are released and removed from the top of the 80 siphon, and then dissolving the said gas in the degassed liquid The method of the invention is’ particularly, but not exclusively, useful in the treatment of waste waters, in which case the gas to be dissolved will usually be oxygen Thus, in 85 the case of oxygenation of sewage (for which the invention is particularly but not exclusively useful), the desorbtion of volatile materials’ (which is effected prior to an oxygenation step).
makes it possible to achieve high D O concen 90 trations in the sewage without using the large:
excesses of oxygen-enriched gas previously necessary.
Waste waters such -as sewage naturally contain volatile materials, principally gases (for 9 example nitrogen and carbon dioxide) which 1603299 1 603 299 may be dissolved or entrained therein Some of these gases may have been generated in situ.
The presence of these gases not only reduced the ease with which oxygen can be dissolved in the sewage, but also reduces the maximum D O.
concentration obtainable In addition, the presence of dissolved carbon dioxide in sewage lowers its p H value and this has the effect of suppressing the rate at which nitrification can 1 O be achieved in the activated sludge process, particularly where oxygen-enriched gas is used in Place of air Thus, the removal of these gases (preferably to as great an extent as possible) in accordance with the present invention, is particularly advantageous in the treatment of sewage.
In one preferred aspect, therefore, the invention provides a method of treating waste water (such as sewage) to remove impurities therefrom by oxidation, which comprises at one or more stages of the treatment, subjecting the waste water to a reduced pressure by passing it through a siphon, whereby gases previously dissolved, entrained or generated therein are released and removed from the top of the siphon, and then dissolving oxygen i 4 the waste water (for example by passing oxygen-enriched air or commercial oxygen into the waste water).
It will be appreciated that, in the overall treatment of sewage to render it safe and disposable, the raw sewage may be processed into one or more sludges and liquors, and that the preliminary desorption step of the invention is applicable at any one or more stages in the process prior to an oxygenation step.
In another preferred aspect of thc invention, there is provided an improved method of treating waste water such as sewage while it is being held in, or is flowing through, a sewer, in which method oxygen (by which we include air and, more preferably, an oxygen-enriched gas or commercial oxygen) is injected into the sewage, the improvement comprising subjecting the sewage to a reduced pressure by passing it through a siphon, whereby gases previously dissolved, entrained or generated therein are released and removed from the top of the siphon prior to injecting the oxygen This aspect of the invention is an improvement in the process described and claimed in U K patent no 1 452 961.
A further advantage of the step of the present invention is that, after removal of a major proportion of volatile materials, the oxygen may dissolve almost completely in the waste water so that (in contrast to prior known procedures) there is little, if any, undissolved gas in the waste water This minimises pressure increases which would otherwise occur because of the presence of entrained gases, and also increases the maximum D O concentration obtainable.
It will be appreciated that the step of removing volatile materials from sewage will effect removal not only of “inert” gases such as nitrogen, but also of noxious and malodrous gases such as hydrogen sulphide The removal of such gases under controlled conditions is, in itself, advantageous since it reduces the risk of danger and inconvenience to personnel from the 70 presence of those gases in the sewage and surrounding environment.
The volatile materials removed from waste waters by the method of the invention can themselves provide useful information about 75 the waste water Thus, the presence and/or amount of one or more gases present in the desorbed materials, for example, can provide an indication as to the chemical constitution of the waste waters which can be important in the 80 case of, for example, sewage whose constitution continuously changes as a result of the activity of the micro-organisms therein Analysis of the volatile materials removed can give a more accurate guide than the conventional pseudo head 85 space analysis techniques, particularly when a large proportion of the volatile materials in the waste water is removed.
The soluble organic content of settled sewage is usually removed by one of two proces 90 sors, i e either the suspended-growth activatessludge process or the attached-growth percolating-filter system Both of these processes require relatively large areas of land Recently, a process has been demonstrated in which the 95 concentration of biomass per unit volume is greatly increased giving an enormous reduction in the sate of equipment to achieve a given degree of treatment This process employs expanded or fluidized beds of sand or other small 100 media (typically 0 2 2 0 mm size) having a very large surface area on which the micro-organisms which effect the treatment grow It is possible to operate an expanded or fluidized attached-growth system with the equivalent of 105 100 g biomass/ 1 that can be held in the reactor compared with the normal 3 5 g biomass/l possible in conventional activated-sludge systems This allows the retention time required for treatment to be reduced from the 6 10 110 hours commonly used in activated-sludge plants to the order of 0 5 1 hour in a fluidized attached-growth reactor This process has been proposed for aerobic treatment of settled sewage, and for anoxic treatment of settled nitri 115 fied effluent to give effluent denitrification using an external carbon source such as methanol.
The preliminary desorption step of the present invention can with advantage be utilised in such a provess immediately prior to the, or each 120 oxygenation step.
Accordingly, in a preferred aspect the invention provides a method of treating waste water to reduce the concentration of carbonaceous and nitrogenous substances therein, which com 125 prises:
(a) passing the waste water through a first expanded or fluidised bed comprising particles having attached thereto facultative heterotrophic bacteria, under anoxic conditions, to convert 130 m 1 1 603 299 nitrate in the waste water to nitrogen gas; (b) subjecting the treated waste water produced in step (a) to a reduced pressure by passing it through a siphon, whereby gases previously dissolved, entrained or generated are released and removed from the top of the siphon; (c) dissolving oxygen in the treated waste water from step (b); and (d) passing the treated waste water from step (c) through a second expanded or fluidised bed, comprising particles having microorganisms attached thereto, to oxidise carbonaceous and nitrogenous substances in the waste water.
A highly preferred feature of this method is to subject part of the effluent from step (d) to a reduction in pressure (by passing it through a siphon) to remove, inter alia, oxygen therefrom and then to recycle this effluent to stage (a) In this way, the necessity for providing an external carbon source, such as methanol, for step (a) can be avoided If it is desired to substantially completely remove nitrate from the effluent from stage (d), the effluent (apart from any which is recycled to stage (a)) can be mixed with a source of carbon and then passed through a third fluidised bed, comprising particles having micro-organisms attached thereto, toremove nitrate from the said effluent.
In order that the invention may be more fully understood, various preferred embodiments thereof will now be described, by way of example only, with reference to the accompanying drawings, in which:
Figure 1 is a schematic vertical sectional view of one form of siphon arrangement; Figure 2 is a schematic vertical sectional view of another form of siphon arrangement; Figure 3 is a schematic representation of a waste water treatment process embodying the invention; Figure 4 is a diagrammatic vertical elevation of one form of siphon and oxygen injection device used in Figure 3; and Figure 5 is a schematic representation of another water treatment process embocying the invention.
Referring to the drawings, in Figure 1 waste water is fed to a reservoir tank 1 from whence it passes up conduit 2 into vessel 3 From vessel 3, it exits via conduit 4 which terminates at a level below tank 1 Tank 3 includes a gas exit line 5 connected to a vacuum pump 6 having a vent 7.
In operation, conduits 2 and 4 and tank I operate as a siphon for the waste water, and once the siphon has been initiated, the waste water flows therough the conduits 2 and 4, and tank 3, as shown In the head space 8 in tank 3 the vacuum pump 6 maintains the reduced pressure produced by the siphon and the gases desorbed from the waste water exit via line 5 and vent 7 (and may be analysed) The height of the water in the siphon can be up to the maximum attainable under prevailing atmospheric conditions and the vacuum pump can be operated at any pressure down to the minimum pressure attainable In practice, the operating conditions will depend on (i) the flow rate of the waste water, which is 70 dependent on its viscosity and on the dimensions of the conduits and the height of the siphon; (ii) the amount of gas removed which depends inter alia on the height of the siphon, 75 the gas solubility and the vacuum applied; and (iii) the vapour pressure of the waste water at the prevailing temperature.
The arrangement in Figure 2 is slightly different from that in Figure 1, in that conduits 2 80 and 4 and tank 3 are replaced by a vertically mounted cylinder 10, closed at one end except for connection to a vacuum pump 11, and having a partition 12 located diametrically across the tube over a major part of the length 85 of the tube An inlet 13 for waste water is provided at the foot of the tube 10 on one side of the partition, and an outlet 14 is provided on the other side of the partition at a level below inlet 13 (to provide a siphon) The apparatus is 90 operated in essentially the same way as that of Figure 1.
In the method of the invention as applied to the oxygenation of waste water in a sewer (principally to prevent or reduce hydrogen sul 95 phide formation), a siphon can be provided in or adjacent the sewer, suitably at a sump or wet well, and the sewage passed therethrough (with desorption of gases) immediately prior to oxygenation 100 Figure 3 of the accompanying drawings shows schematically and by way of illustration only, a waste water treatment process embodying the invention as applied to municipal sewage Figure 4 is a diagrammatic vertical ele 105 vation of the siphon and oxygen injection device 50 in Figure 3.
Referring to Figure 3, crude sewage is first subjected to conventional treatment involving screens and grit removal ( 40) The sewage is 110 then subjected to a desorption step (in a siphon) according to the invention, followed by oxygenation, in a device 50 (to be described in connection with Figure 4) In device 50, volatile materials are removed from the sewage 115 which is then immediately oxygenated to a D.O concentration of 40 to 50 mg/litre The oxygenated sewage passes to a conventional primary sedimentation step 60 in which a primary sludge is separated from a luquor The 120 liquor from this step (D O may be zero) is then passed through a desorption/oxygenation device 70 (same as device 50) to raise the D O.
concentration to 40 to 100 mg/litre Biological oxidation takes place in tank 80 (under agita 125 tion with stirrer 81) followed by a conventional secondary settlement step 90 and the final effluent emerges from pipe 91 Settled sludge is recirculated via a desorption/oxygenation device 100 (same as device 50) to the tank 80 130 1 603 299 Figure 4 shows a siphon 110 with an oxygen (i.e oxygen-containing gas) injection device immediately downstream thereof This arrangment of Figure 4 (in which the height of the water in the siphon is the maximum attainable under normal atmospheric pressure) is the device 50, 70 and 100 referred to in Figure 3.
Gas is removed from the siphon head 111.
By operating as described in Figure 3, the efficiency overall of the process is improved over conventional procedures, in that the D O.
levels required are more easily and efficiently achieved.
The removal of gases (or reduction in the amount of gases) in waste waters according to the invention is also useful in the treatment of waste waters to remove ammoniacal nitrogen.
At present, ammoniacal nitrogen is removed by increasing the p H of the waste water and stripping out the ammonia by passing the waste water through a scrubber with a counter-current flow of air There are problems in this process including the formation of lime scale in the scrubbing tower According to an aspect of the present invention, in a waste water treatment method of the invention, ammoniacal nitrogen can be removed by subjecting the alkaline waste water to reduced pressure (in a siphon) to desorb the ammonia.
It will be appreciated that an important area of use of the invention is in the pre-treatment of waste waters prior to an aeration or oxygenation step Examples of this have been given above A further example is in the reaeration of surface waters such as river waters Thus, the river water is first subjected to reduced pressure (in a siphon) to desorb the gases therein, and is then oxygenated or aerated.
Figure 5 illustrate fluidised (or expanded) bed attached-growth waste water treatment methods embodying the invention In Figure 5, settled sewage is delivered via lines 200 and 201 to the first fluidized bed (A), with a recycle stream from line 202, containing nitrate ions.
The recycle stream may have previously had the dissolved oxygen removed from it Under the anoxic conditions that prevail in this bed, the facultative heterotrophic bacteria modify their metabolism to use nitrate ions as a source of oxygen in tha absence of dissolved oxygen and in doing so break down the nitrate via nitrate to nitrogen gas which bubbles off (arrow 203) from the surface The bacteria use the carbonaceous material in the settled sewage as the necessary energy source The uses of (i) nitrified effluent recycling and (ii) settled sewage as the carbon source in modified activated-sludge plants have enabled the effluent nitrate concentration to be reduced by between 70 and 80 %, 0 leading to concentrations of 5 10 mg N/l in the effluent This concentration is below the World Health Organisation recommended drinking-water standard of 11 4 mg N/1 The fluidized-bed process described here can be so operated as to be equally effective in terms of overall removal of nitrate, and can achieve denitrification in a shorter period of retention because of the much greater weight of biomass present The bacteria are contained in the slime layer that develops on the sand particles The 70 superficial retention time necessary will be in the range 3 10 minutes depending upon temperature The ammonia present in the settled sewage will p ass through tha anoxic fluidized (or expanded) bed unchanged In sewage, 75 ammonia is present in two forms, either as ammonium ions (NHFO in true solution of dissolved gas (NH 3) At the normal operating temperatures of 10 200 C and at the p H value encountered at this stage in the system ( 7 5 80 8.5) greater than 90 % of the ammonia will be present as ammonium ions in true solution At this point the liquid is passed along line 204 to a siphon degasser (B) Some of the liquid in line 204 may be recycled via line 205 to line 85 201 Gases are removed from the head of degasser (B) via vacuum line 206 Dissolved carbon dioxide and nitrogen together with a small amount of ammonia will be stripped out in degasser (B) Stripping of these waste gases then 90 allows greater concentrations of oxygen to be dissolved in the liquor at the next stage of treatment.
The degassed liquor from (B) passes via line 210 to (C) where oxygen is dissolved in the 95 liquor prior to its passage via line 211 to the second fluidized bed of sand particles (D) T He superficial retention time necessary is of the order of 0 5 1 0 hour.
Oxygen is dissolved in solution by a device 100 such as a Venturi dissolver or more effectively by the EZ-GAS system Sufficient oxygen is dissolved in the liquid to supply the oxidation requirements of the carbonaceous and nitrogeneous content of the liquid The oxygen may 105 be supplied as (i) commercial oxygen, (ii) oxygen-enriched air, (iii) air, (iv) hydrogen peroxide, or any other suitable source The effluent line 213 will contain some dissolved oxygen but the input of oxygen at (C) is controlled so 110 that this is the minimum which will still allow nitrifying conditions to be maintained in (D) since some 70 to 85 % of the effluent is now recycled via lines 214 and 202 to the first fluidized bed which is kept anoxic This effluent 115 may be recycled to the first (anoxic) fluidized bed (A) via line 214 and another siphon degasser (E) This siphon degasser serves to remove dissolved oxygen ( 220) which would be detrimental to the operation of the first fluidized 120 bed since it would consume some of the carbon aceous material prseent in the settled sewage which is necessary for the denitrification reaction The remaining 15 30 o of the liquid flowing from the second fluidized bed is dis 125 charged as a completely treated effluent, possibly after settlement, or some further polishing process.
If a complete removal of nitrate is needed, a further small fluidized or expanded bed may be 130 1 602 299 added to treat the effluent It would be necessary to use an external source of carbon; methanol has been commonly used for this purpose According to the present invention, the methanol requirement is reduced by between 70 and 80 %, compared with existing denitrifying reactors, as a result of the efficient use of the carbonaceous material in the settled sewage as described above.
The control of growth of the biomass in the column may be effected by pumping the coated sand from the two fluidized beds via devices which shear the biomass from the sand The mixtures of sand and biomass are then separated by equipment such as hydrocyclones, elutriation columns, centrifuges, or vibrating sieves The cleaned sand media is recycled to the fluidized beds while the biological sludge may be thickened before disposal If vibrating sieves or centrifuges are used the sludge produced may be concentrated enough to dispose of without further treatment, having a dry-solids content of 5 20 % w/w.
The amount of suspended solids passing from the fluidized beds will be relatively low and in some cases secondary clarification of this effluent may not be necessary treatment of the effluent by sand filtration will probably be the most effective way to achieve a very high quality effluent, containing less than 10 mg S Sll.
The system described can be operated with a diurnally varying flow rate It is essential that the sand bed is not displaced from the reactor by an increased upflow velocity There are several ways of ensuring that this does not happen.
i) The reactors may be built in a conical or pyramidal form allowing the volume of the sand bed to be varied over a wide range of upflow velocities.
ii) The amount of liquid recycled via lines 205 and 212 around each fluidized-bed reactor can be varied to maintain a constant upflow vel4 ovity through the bed.
iii) The system can be so designed that at the lowest flow rates the sand bed is not fluidized but acts as an expended bed occupying about half the total volume of the reactor, but as the flow rates (and hence upflow velocity) increase the bed expends and becomes fluidized, but it is still retained within the reactor.
Among the advantages which can be obtained by use of a system in which degassers are used in conjunction with two or more fluidized beds, for example, as shown in Figure 5, are:
i) Complete secondary treatment of settled sewage in a retention time of about 1 ‘4 hours with removal of about 75 % of the nitrate.
ii) The high concentration of biomass allows the size of plant to be very small, which can reduce the land area needed by about 80 % compared with that of conventional plant.
iii) Removal of nitrate to less than the WHO drinking-water standard without use of an additional carbon source.
iv) The need for secondary clarification is eleminated or greatly reduced.
v) A capital cost reduction of about 30 % may be possible because of the greatly reduced 70 reactor volumes needed.
vi) Existing overloaded plants can be easily uprated without using more land because the plant may be gradually replaced by a much smaller plant built on the existing site 75 vii) Thick sludges are produced.
viii) Diurnal variation in feed flow rate can be accommodated.
ix) The siphon degasser ensures maximum utilization of oxygen since none is used in dis 80 placing dissolved gases.
An alternative way of using the siphon degasser is to incorporate one or more fluidised beds in the suction side thus avoiding the use of separate colums 85

Claims (14)

WHAT WE CLAIM IS:

1 A method of dissolving a gas in an aqueous liquid, which comprises first subjecting the liquid to a reduced pressure by passing it through a siphon, whereby gases previously dis 90 solved, entrained or generated therein are released and removed from the top of the siphon, and then dissolving the said gas in the desorbed liquid.

2 A method according to Claim I wherein 95 the aqueous liquid is a waste water and the gas to be dissolved therein is oxygen.

3 A method of treating waste water to remove impurities therefrom by oxidative digestion, which comprises at one or more stages of 100 the treatment, subjecting the waste water to a reduce pressure by passing it through a siphon whereby gases previously dissolved, entrained or generated therein are released and removed from the top of the siphon, and then dissolving 105 oxygen in the waste water.

4 A method according to Claim 3 wherein sewage is treated to render it safe and sisposable and wherein, after subjecting the sewage at one or more stages during its treatment to a reduced 110 pressure, air or another oxygen-containing gas is passed into the sewage to dissolve oxygen therein.

A method of treating waste water while it is being held in, or is flowing through, a sewer 115 which comprises subjecting the waste water to a reduced pressure by passing it through a siphon whereby gases previously dissolved, entrained or generated therein are released and removed from the top of the siphon, and then 120 dissolving oxygen in the waste water.

6 A method according to Claim 5 wherein the waste water is sewage and wherein air or another oxygen-containing gas is injected into the sewage to dissolve oxygen therein 125

7 A method of treating waste water to reduce the concentration of carbonaceous and nitrogenous substances therein, which comprises:
(a) passing the waste water through a first 130 1 603 299 expanded or fluidised bed comprising particles having attached thereto facultative heterotrophic bacteria, under anoxic conditions, to convert nitrate in the waste water to nitrogen gas; (b) subjecting the treated waste water produced in step (a) to a reduced pressure by passing it through a siphon whereby gases previously dissolved, entrained or generated therein are released and removed from the top of the siphon; (c) dissolving oxygen in the treated waste water from step (b); and (d) passing the treated waste water from 1 step (c) through a second expanded or fluidised bed, comprising particles having micro-organisms attached thereto, to oxidise carbonaceous and nitrogenous substances in the waste water.

8 A method according to Claim 7 wherein part of the effluent from step (d) is subjected to a reduced pressure by passing it through a siphon whereby gases dissolved, entrained or generated therein are released and removed from the top of the siphon, and then, recycling the effluent to the first fluidised bed.

9 A method according to Claim 7 or 8 wherein effluent from step (d) is mixed with a source of carbon and then passed through a third fluidised bed, comprising particles having micro-organisms attached thereto, to remove nitrate from the said effluent.

A method according to Claim 7, 8 or 9 wherein the waste water is sewage and wherein oxygen is dissolved in the treated waste water by injecting therein commercial oxygen, oxygen-enriched air, or hydrogen peroxide.

11 A method according to any of Claims 1 to 7 wherein the height of the liquid in the siphon is, or is close to, the maximum attainable under prevailing atmospheric conditions.

12 A method according to Claim 11 wherein oxygen is injected into into the liquid after it has passed the top of the siphon but before it leaves the siphon.

13 A method according to Claim 11 wherein oxygen is injected into the waste water immediately after it leaves the siphon.

14 A method of treating waste water substantially as herein described with reference to Figures 1, 2, 3 or 4, or Figure 5 of the accompanying drawings.
Aqueous fluids which have been treated by the method of any of Claims 1 to 14.
A.A THORNTON & CO.
Chartered Patent Agents N Orthumberland House 303/306 High Holborn London WCIV 7 LE Printed for Her Majesty’s Stationery Office by M Ul LLTTPLEX m Xedwax-y Itd f Maidstone, Kent, MEI 4 IJS 1981 Published at the Patent Office 25 Southamplon Buildings London Vv’C 2 I AY’ from which copies may he obtained.

GB21190/77A
1977-05-19
1977-05-19
Process and apparatus for the aerobic biological treatment of waste water

Expired

GB1603299A
(en)

Priority Applications (5)

Application Number
Priority Date
Filing Date
Title

GB21190/77A

GB1603299A
(en)

1977-05-19
1977-05-19
Process and apparatus for the aerobic biological treatment of waste water

US05/906,449

US4216089A
(en)

1977-05-19
1978-05-17
Waste water treatment

CA303,701A

CA1098224A
(en)

1977-05-19
1978-05-18
Waste water treatment

DE19782822003

DE2822003A1
(en)

1977-05-19
1978-05-19

PROCEDURE FOR RELEASING GASES IN Aqueous LIQUIDS

FR7814928A

FR2390988A1
(en)

1977-05-19
1978-05-19
Sewage treatment with prior vacuum degasification – followed by oxygen treatment reduces oxygen rich gas usage by prior removal of nitrogenous dissolved gases

Applications Claiming Priority (1)

Application Number
Priority Date
Filing Date
Title

GB21190/77A

GB1603299A
(en)

1977-05-19
1977-05-19
Process and apparatus for the aerobic biological treatment of waste water

Publications (1)

Publication Number
Publication Date

GB1603299A
true

GB1603299A
(en)

1981-11-25

Family
ID=10158696
Family Applications (1)

Application Number
Title
Priority Date
Filing Date

GB21190/77A
Expired

GB1603299A
(en)

1977-05-19
1977-05-19
Process and apparatus for the aerobic biological treatment of waste water

Country Status (2)

Country
Link

US
(1)

US4216089A
(en)

GB
(1)

GB1603299A
(en)

Families Citing this family (16)

* Cited by examiner, † Cited by third party

Publication number
Priority date
Publication date
Assignee
Title

AT377244B
(en)

1983-03-11
1985-02-25
Innova Wiener Innovation

METHOD FOR SEPARATING LIQUID MIXTURES AND VACUUM DISTILLATION SYSTEM FOR PRACTICING THE METHOD

US4556491A
(en)

1983-09-29
1985-12-03
Air Products And Chemicals, Inc.
Avoidance of rising sludge in biological wastewater treatment clarifiers

DE3428540A1
(en)

1984-08-02
1986-02-13
Siekmann, Helmut E., Prof.Dr.-Ing., 1000 Berlin

DEVICE FOR GENERATING CAVITATION

DE3428533A1
(en)

1984-08-02
1986-02-13
Siekmann, Helmut E., Prof.Dr.-Ing., 1000 Berlin

METHOD AND DEVICE FOR REMOVING LIGHT VOLATILE MATERIALS FROM FLUIDS, ESPECIALLY FOR THE TREATMENT OF SEWAGE

DE3428534A1
(en)

1984-08-02
1986-02-13
Siekmann, Helmut E., Prof.Dr.-Ing., 1000 Berlin

METHOD AND DEVICE FOR SEPARATING FLUIDS WITH DIFFERENT VAPOR PRESSURES

DE3635411A1
(en)

1986-10-17
1988-04-21
Dietz Josef
Oxygen enrichment of drinking water

WO1988009206A1
(en)

1987-05-19
1988-12-01
The Commonwealth Industrial Gases Limited
Means for preparing a solution of a gaseous solute in a liquid solvent

DE4005488A1
(en)

1990-02-21
1991-08-22
Wabner Dietrich

METHOD AND DEVICE FOR WATER DETOXIFICATION

UA48151C2
(en)

1994-11-09
2002-08-15
Анджей Гольч
Method of waste water purification and device for its implementation

US5660617A
(en)

1996-05-16
1997-08-26
Southwest Research Institute
System and method for maintaining multiphase flow with minimal solids degradation

US6218174B1
(en)

1999-05-12
2001-04-17
Gene E. Keyser
Purification of fluids and control of solute concentrations through selective degasification

US6706094B2
(en)

2002-05-13
2004-03-16
Wisys Technology Foundation Inc.
Collection of dissolved gases from groundwater

NO20033331D0
(en)

2003-07-24
2003-07-24
Knutsen Oas Shipping As

Method and apparatus for removing gases from water

US20100212406A1
(en)

2009-02-25
2010-08-26
Browne Bryant A
Collection of dissolved gases from groundwater

US7946986B2
(en)

2009-09-29
2011-05-24
Medicis Technologies Corporation
Cartridge for use with an ultrasound therapy head

GB201019993D0
(en)

2010-11-24
2011-01-05
Seafarm Products As
Process

Family Cites Families (5)

* Cited by examiner, † Cited by third party

Publication number
Priority date
Publication date
Assignee
Title

US3939066A
(en)

1972-09-21
1976-02-17
Bauer William J
Sewage treatment process

US3840216A
(en)

1972-10-26
1974-10-08
Clark & Vicario Corp
Vacuum aeration of liquid waste effluent

US4115258A
(en)

1973-01-08
1978-09-19
Kenneth Cecil Smith
Treatment of sewage

FI50208C
(en)

1973-10-29
1976-01-12
Risto Saari

Process for removing gases dissolved in liquid from the liquid

US4045336A
(en)

1974-08-23
1977-08-30
Pauli Henrik Isteri
Method and device for oxygenating water with vibrations and under pressure strokes

1977

1977-05-19
GB
GB21190/77A
patent/GB1603299A/en
not_active
Expired

1978

1978-05-17
US
US05/906,449
patent/US4216089A/en
not_active
Expired – Lifetime

Also Published As

Publication number
Publication date

US4216089A
(en)

1980-08-05

Contact information