IE20050718U1 - A rainwater treatment process - Google Patents
A rainwater treatment processInfo
- Publication number
- IE20050718U1 IE20050718U1 IE2005/0718A IE20050718A IE20050718U1 IE 20050718 U1 IE20050718 U1 IE 20050718U1 IE 2005/0718 A IE2005/0718 A IE 2005/0718A IE 20050718 A IE20050718 A IE 20050718A IE 20050718 U1 IE20050718 U1 IE 20050718U1
- Authority
- IE
- Ireland
- Prior art keywords
- rainwater
- water
- ozone
- tank
- treatment tank
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims description 17
- CBENFWSGALASAD-UHFFFAOYSA-N ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims abstract description 60
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 90
- 239000003651 drinking water Substances 0.000 claims description 5
- 235000012206 bottled water Nutrition 0.000 claims description 4
- 230000035622 drinking Effects 0.000 claims description 4
- 235000021271 drinking Nutrition 0.000 claims description 4
- 230000004634 feeding behavior Effects 0.000 claims description 4
- 238000000605 extraction Methods 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 2
- 241000894006 Bacteria Species 0.000 abstract description 2
- 229910052723 transition metal Inorganic materials 0.000 abstract description 2
- 150000003624 transition metals Chemical class 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 5
- 239000002351 wastewater Substances 0.000 description 3
- 238000001914 filtration Methods 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000011068 load Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 241000233866 Fungi Species 0.000 description 1
- 235000015450 Tilia cordata Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 241000700605 Viruses Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 1
- VTLYFUHAOXGGBS-UHFFFAOYSA-N fe3+ Chemical compound [Fe+3] VTLYFUHAOXGGBS-UHFFFAOYSA-N 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- YCKRFDGAMUMZLT-UHFFFAOYSA-N fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-M hydroxyl anion Chemical compound [OH-] XLYOFNOQVPJJNP-UHFFFAOYSA-M 0.000 description 1
- 230000036512 infertility Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 150000002894 organic compounds Chemical class 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N oxygen atom Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000001954 sterilising Effects 0.000 description 1
- 231100000803 sterility Toxicity 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
ABSTRACT A rainwater treatment assembly (1) comprising a rainwater storage tank (2) and a treatment tank (3). Rainwater is delivered from the storage tank (3) where ozone is injected into it at regular time intervals. The ozone kills bacteria and oxidises transition metals.
Description
Introduction
The present invention relates to a rainwater treatment process and assembly to
provide potable water for dwellings, the process comprising gathering rainwater;
delivering the rainwater to a storage ‘tank; and treating the stored rainwater to render
it suitable for drinking.
In this specification, the term “dwellings” is used to include not just simply domestic
houses, but many other houses and buildings such as hotels, schools, retail outlets,
commercial buildings such as nurseries and horticultural sites, and so on.
It is well known to use rainwater for many uses, both domestically and industrially. In
the domestic situation, such rainwater is used for toilet flushing, washing machines,
garden watering and all other uses that do not require the rainwater to be potable.
This is (very often the case where houses are located in remote situations where
water supply is problematical, to put it mildly, or is extremely expensive to provide.
Similarly, in industrial situations, rainwater is often harvested to allow it to be used
particularly for cleaning operations.
For example, in a domestic situation, of the order of half of the water consumption
does not require drinking quality water. Typical systems for utilising water for this
include a water storage tank, usually mounted underground and connected via
various filters and the like to the sources of the rainwater which are usually drainpipes
connected to guttering on the building. It will be appreciated that generally the
rainwater collection site, i.e. where the water storage tank is located, has to be below
ground, as it has to be connected to the downpipes of the building. Although the tank
may be sited above ground, it is generally sited underground to ensure it will receive
a sufficient supply of rainwater, but also it needs to be underground or alternatively
very heavily insulated to avoid freezing over during adverse climate conditions.
However, as stated already, known systems do not provide potable water. Thus,
there is still a need for the supply of suitable drinking water. - I z
There are other advantages in the use of rainwater that have long been appreciated.
They prevent or reduce the likelihood that lime will be deposited on various parts of
the water system as the water is “soft”. There are, however, other more important
reasons for the use rainwater. As there is increased urbanisation, more and more
rainwater is being delivered to drains and sewers where it then has to be recycled
and, in many countries, is simply delivered to waste. The problem is that in urban
areas, rainwater is mixed with other wastewater and this leads to having to provide
very elaborate purification systems for this water which contains the rainwater. The
rainwater itself is not very highly contaminated but because of being mixed with the
other wastewater, it then requires considerable processing.
Additionally, the collection of rainwater reduces the load on ground water drainage
systems and is particularly advantageous during high load conditions, such as
storms.
The present invention is directed towards overcoming these problems by providing a
process and assembly for purifying such rainwater to render it potable.
Statements of Invention
According to the invention, there is provided a rainwater treatment process to provide
potable water for dwellings comprising:
gathering rainwater;
delivering the rainwater to a storage tank; and
treating the stored rainwater to render it suitable for drinking;
characterised in that the process comprises treating the rainwater by:
delivering the rainwater to a separate treatment tank;
lE0507l8
injecting ozone into the treatment tank at preset time intervals for preset
time durations; and
on requiring water, the water is drawn off from the treatment tank and
delivered to an ozone extraction device prior to delivery for use.
The advantage of using ozone is that it is a very powerful oxidising agent, third
among elements only to fluorine and atomic oxygen. Ozone can oxidise many
organic compounds. It has been used commercially, in the treatment, for example, of
wastewater. An ozone level of 0.04 ppm for four minutes has been shown to kill any
bacteria, virus, mould and fungus in water. Ozone oxidises the transition metals to
their higher oxidation state in which they usually form less soluble oxides that are
then easy to separate by filtration. iron, for example, is usually in the ferrous state
when dissolved in water. When treated with ozone, iron yields ferric iron which is
further oxidised in water to ferrum hydroxide. While it is accepted that the use of
ozone for decades in water purification was known, it was not, we suggest, used in
the manner of the present invention.
in carrying out the process, the additional step may be performed, as the water is
being drawn off, of filtering to remove contaminants oxidised by the ozone.
In one process according to the invention, the steps are performed of:
sensing the level of liquid in the treatment tank;
injecting ozone into the treatment tank when the level falls below a
preset level;
after a preset time, delivering rainwater to the treatment tank from the
storage tank until a desired water level is reached; and
continuing to inject ozone for a further preset time.
The advantage of this is that ozone is only injected into the treatment tank as
lEo50713
required.
In another process according to the invention, the treated water is delivered from the
treatment tank to a separate draw-off tank; the ozone is injected into the water in the
draw—off tank at preset time intervals and for preset time durations; and on requiring
water, the water is drawn-off from the draw-off tank.
In this latter process of carrying out the invention, when the draw-off of water ceases,
the draw-off tank may be topped up with water from the treatment tank and ozone is
injected into the water in the draw-off tank. In this process, on the level of water in
the draw-off tank falling below a preset level, the steps may be performed of:
the draw-off of water is stopped;
the draw-off tank is filled with treated water from the treatment tank;
ozone is injected into the water for a preset time; and
the further draw-off of water can take place.
The great advantage of having the separate tanks is that one can always be sure that
when water is being drawn off, it has been adequately treated. It is not possible to
draw off semi-treated water. Further, by injecting ozone into the treated water in the
separate tank, it is possible to ensure that the correct level of sterility is maintained.
In one process according to the invention, recirculation of the water is carried out by
drawing the water from the treatment tank, injecting ozone as it is being drawn off
from the tank and delivering the treated water back to the treatment tank. This
further improves the sterilising of the water.
In another way of carrying out the invention, on water being delivered to the treatment
tank, the ozone is injected into the incoming water.
In another process of carrying out the invention, the ozone is injected adjacent a
lEO50718
_ 5 _
bottom of the tank and also the water may be delivered adjacent a bottom of the tank.
Further, the invention provides a rainwater treatment assembly comprising:
a rainwater storage tank;
a rainwater treatment tank connected to the storage tank;
an ozone generator;
an ozone diffuser in the treatment tank connected to the ozone
generator;
a controlleri including a water level sensor in the treatment tank for
draw-off of water from the storage tank and operation of the ozone
generator,
a system outlet pipe for connection to a water supply system of a
dwelling; and
a filter connected to the system outlet pipe, the filter comprising an
ozone dissipater.
This is a particularly suitable way of carrying out the invention.
In another embodiment of the invention, the assembly comprises:
a water inlet in the treatment tank adjacent a lowest part of the
treatment tank;
a water feed pipe connected to the inlet; and
a venturii in the water feed pipe connected to the ozone generator.
lE0507l8
There may also be provided a draw-off tank intermediate the treatment tank and the
system outlet pipe, the draw-off tank being connected to the ozone generator and the
controller. The advantage of this separate draw-off tank is that it ensures no water is
drawn off that is not adequately treated.
For this latter assembly, the tank may comprise a composite tank divided into two
separate storage sections to provide the draw-off and treatment tanks.
Detailed Description of the Invention
The invention will be more clearly understood from the following description of some
embodiments thereof, given by way of example only, with reference to the
accompanying drawings, in which:
Fig. 1 is a view of a typical layout of a rainwater treating assembly according
to the present invention,
Fig. 2 is a diagrammatic view of the system of Fig. 1,
Fig. 3 is a diagrammatic view of an alternative system according to the
invention.
Fig. 4 is a diagrammatic view of a still further system according to the
invention, and
Fig. 5 is a front view of the assembly illustrated in Fig. 4.
Referring to the drawings and initially to Fig. 1, there is illustrated a rainwater
assembly, indicated generally by the reference numeral 1, comprising a rainwater
storage tank 2 sited below ground and a treatment tank 3. There is also illustrated a
house 4 and an outhouse 5 housing the treatment tank 3. The house 4 is illustrated
with guttering 6 and various downpipes and other pipes 7 for collection of rainwater
for delivery through a filter and calmed inlet 8 in the rainwater storage tank 2. The
house 4 is supplied with treated rainwater through piping 9 by a pump 10 while the
lE050718
rainwater treatment tank 3 is fed by piping 12 from the tank 2 by a pump 13. The
pump 13 is connected to a floating inlet 14. An overflow pipe 15 of conventional
construction is provided in the tank 2. A mains top up valve 16, controlled by a level
switch 17, is also provided.
Referring now to Fig. 2, some of the details are removed and some of the parts are
shown differently, however, they are, insofar as possible, identified by the same
reference numerals. In this embodiment, there is illustrated a filter 20 delivering
through a valve 21 operating a float 22. The water treatment tank 3 has mounted .
therein an ozone diffuser 25 connected by a pipe 26 to an ozone generator 27 of
conventional construction. The pump 10 is fed from the bottom of the treatment tank
3 through a system outlet pipe 30 incorporating an ozone removal filter 31. The tank
3 has an inspection cover 35 and an ozone vent 36. A control unit 40 is illustrated but
is not shown connected to any of these equipment.
in operation, when the level of water within the treatment tank 3 is sensed by the float
22 to have fallen below a certain level, the valve 21 is operated and water is pumped
by the pump 13 through the filter 20 into the water treatment tank 3. At the same
time, the ozone gas generator 27 is operated to deliver ozone through the pipe 26
through the diffuser 25 and then up through the water in the water treatment tank 30.
The ozone is delivered for a preset time and is injected into the water treatment tank
3, after the valve 5 is closed on the requisite amount of water being delivered to the
water treatment tank 3. The ozone gas generator 27 is used to deliver ozone at
preset time intervals for preset durations of time.
The precise arrangement described above is not essential for the efficient operation
of the assembly. For example, the ozone removal filter 31 may be sited after the
pump 10. Also, many ozone extraction devices may be used.
Referring to Fig. 3, there is illustrated an alternative construction of treatment tank,
identified by the reference numeral 3, in which parts similar to those described with
reference to the previous drawings, are identified by the same reference numerals.
In this embodiment, there is provided a flexible outlet pipe 37 connected to a float 38
and then the pump 10. A valve, not shown, is also provided which is similar to the
|Eo5o71e
valve 21 of the previous embodiment. it will be further noted that the pump 13
delivers through the filter 20 as heretofore, but now to the bottom of the treatment
tank 2 though an inlet 41 of a feed pipe 42 and housing a venturii 43 connected to the
ozone generator 27. The advantage of this particular arrangement is that the water
entering the treatment tank 2 is subject to ozone treatment immediately as it enters
the tank. Suitable water level control means for the valve is provided but not
illustrated.
Referring now to Figs. 4 and 5, there is illustrated a still further construction of
treatment tank, again identified by the reference numeral 3 and parts similar to those
described with reference to the previous drawings are identified by the same
reference numerals. In this embodiment, the treatment tank 3 is effectively the one
tank divided to form two tanks, namely, into a treatment tank 40 and a draw-off tank
45 by a partition wall 46. Essentially, there are two tanks, namely, a treatment tank
40 and the draw-off tank 45. The treatment tank 40 and the ancillary equipment is
connected in exactly the same manner as before, however, the treatment tank 40 is
connected to the draw-off tank 45 through valves 47 and 48, the valve 48 being
connected to a float 49. The pipe 26 extends from the ozone generator 27 through
the partition 46 to an additional diffuser.
In operation, water is drawn off from the draw-off tank 45 in the same way as
heretofore from the water treatment tank 3 and once the level of the water in the
draw-off tank 45 falls below a preset level, water is delivered from the water treatment
tank 40 into the draw-off tank 45.
There are many ways in which the apparatus according to the invention may be used.
For example, the level of water in the treatment tank may be sensed and ozone can
be injected into the treatment tank when the level falls below a preset level. Then,
after that preset time, rainwater can be delivered to the treatment tank from the
storage tank until the desired water level is attained. While the water is being
delivered into the treatment tank, ozone can be delivered also into the treatment tank
and indeed the injection of ozone can continue for a preset time after the water has
been delivered into the treatment tank.
lEO507t8
When a separate draw-off tank is used, as described above with reference to Figs. 4
and 5, the ozone can be injected into the water in the separate draw-off tank at
preset time intervals and for a preset duration. Then, on requiring water, the water is
drawn from the draw-off tank. When a draw-off tank is being used, it is possible to
arrange such that when the draw-off of water ceases, the draw-off tank is topped up
with water from the treatment tank and ozone is injected into the water in the draw-off
tank. In this way, only fully treated water is used. Indeed, when the level of water of
the draw-off tank falls below a preset water level, the draw-off of water can be
stopped and the draw-off tank then filled with treated water from the treatment tank,
ozone injected into the water in the draw-off tank for a preset time and then further
draw-off water can take place.
It is also envisaged that as water is being drawn off from either the treatment tank or
the draw-off tank, ozone can be injected into the water as it is being drawn off.
Indeed, it is envisaged that when water is being delivered to either the treatment tank
or the draw-off tank, ozone can be injected into the water, as it is being delivered into
the tank.
ideally, ozone is injected adjacent the bottom of either of the tanks. ideally also,
water is also delivered into the respective tanks adjacent the bottom of the tank.
in the specification the terms “comprise, comprises, comprised and comprising” or
any variation thereof and the terms “include, includes, included and including“ or any
variation thereof are considered to be totally interchangeable and they should all be
afforded the widest possible interpretation and vice versa.
The invention is not limited to the embodiment hereinbefore described. but may be
varied in both construction and detail within the scope of the claims.
Claims (5)
1. A rainwater treatment process to provide potable water for dwellings comprising: gathering rainwater; delivering the rainwater to a storage tank; and treating the stored rainwater to render it suitable for drinking; characterised in that the process comprises treating the rainwater by: delivering the rainwater to a separate treatment tank; injecting ozone into the treatment tank at preset time intervals for a time and concentration of the order of four minutes and 0.04ppm; and on requiring water, the water is drawn off from the treatment tank and delivered to an ozone extraction device prior to delivery for use.
2. A process as claimed in claim 1, in which the steps are performed of: sensing the level of liquid in the treatment tank; injecting ozone into the treatment tank when the level falls below a preset level; after a preset time, delivering rainwater to the treatment tank from the storage tank until a desired water level is reached; and continuing to inject ozone for a further preset time.
3. A rainwater treatment process substantially as described herein with reference to the accompanying drawings.
4. A rainwater treatment assembly (1) comprising: a rainwater storage tank (2); a rainwater treatment tank (3) connected to the storage tank (2); an ozone generator (27); an ozone diffuser (10) in the treatment tank (3) connected to the ozone generator (27); a controller (40), including a water level sensor (22) in the treatment tank (3) for draw-off of water from the storage tank (2) and operation of the ozone generator (27), a system outlet pipe (30) for connection to a water supply system of a dwelling; and a filter (31) connected to the system outlet pipe (30), the filter (31) comprising an ozone dissipater.
5. A rainwater treatment assembly substantially as described herein with reference to and as illustrated in the accompanying drawings.
Publications (2)
Publication Number | Publication Date |
---|---|
IE20050718U1 true IE20050718U1 (en) | 2006-09-06 |
IES84437Y1 IES84437Y1 (en) | 2006-12-13 |
Family
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