The present invention relates to a method of purifying raw water. It also relates to a water purification plant comprising a reservoir for receiving raw water to be purified into pure water.
Raw water may be purified into pure water or drinking water in a variety of ways. Besides removing unwanted matter from raw water by a number of filtering methods, it is known to remove for example iron, manganese, and hydrogen sulphide by an oxidation process by means of air introduced in the water, so that oxidized matter can simply be allowed to fall to the bottom of the reservoir in which the water is treated. It is likewise known to remove organic material from sea water and stream water by adding a flocculating agent and removing the formed flocks from the water.
The end result reached in many ways may be satisfactory, but often the used processes may be complicated and involve many steps, whereas the equipment used may be intricate, costly and/or difficult to manage.
The main objects of the invention are thus to reach a water purification method, which is as simple as possible, but which nevertheless gives a satisfactory end result, and to provide a water purification plant, which is simple, effective and low-cost.
A method according to the invention of purifying raw water comprises the steps of
supplying the raw water to a generally vertical, open-ended inlet cylinder in a reservoir,
exposing the water in the inlet cylinder to air for accomplishing oxidizing of matter, such as iron, manganese, and hydrogen sulphide, in the water and/or agitation of the water,
allowing the oxidized matter to fall down by gravity to the bottom of the reservoir,
allowing the purified water to flow upwards past the inlet cylinder and through a distribution disc in the reservoir, and
removing the purified water from the upper part of the reservoir.
The water in the inlet cylinder may also be exposed to a flocculating agent for accomplishing flocculation of for example organic matter in the water, the flocculated matter being allowed to fall down by gravity to the bottom of the reservoir.
A water purification plant according to the invention comprises a reservoir for receiving raw water to be purified into pure water and is characterized by
a generally vertical, open-ended inlet cylinder in the reservoir for receiving raw water,
a nozzle device for supplying air from an air line to the water in the inlet cylinder,
a bottom of the reservoir for receiving matter heavier than water,
a generally horizontal distribution disc, provided with openings and dividing the space inside the reservoir and outside the inlet cylinder into an upper and a lower compartment, and
means for removing purified water from the upper compartment.
The plant may be provided with a flocculating agent line for supplying flocculating agent to the water in the inlet cylinder.
A sludge pump may be arranged at the bottom of the reservoir for occasionally removing the sludge from the reservoir.
The means for removing purified water may comprise a pure water pump connected to a pure water line.
For improving the water quality under certain conditions, a further filtering means may be arranged in the pure water line.
For improving the mixing of the flocculating agent with the raw water, the flocculating agent line may open into a mixing cyclone, through which the raw water flows.
The distribution disc is preferably provided with openings with a size and distribution for accomplishing an even water flow over its area.
The invention will described in further detail below under reference to the accompanying drawings, in which
Raw water 1 is pumped into an oxidation tank 2. An air compressor 3 supplies air to a nozzle device 4. The oxidation process may be enhanced by addition of a strong oxidation agent, such as potassium permanganate, from a dosing pump 5. Depending on the contents of iron, manganese and hydrogen sulphide in the raw water, the staying time for the raw water in the oxidation tank may normally be in the order of 20-30 minutes.
Due to the forceful agitation in the tank 2 by the air supplied through the nozzle device 4, particulate oxidation products of for example iron and manganese are prevented from sedimenting in the tank. These oxidation products will instead follow the water through a line 6 to the upper part of a filtration tank 7 containing a filter bed 8, through which the water passes by gravity, leaving the particulate matter in the filter bed 8, especially its upper part. Purified water leaves the lower part of the filtration tank 7 through a line 9 to a reservoir therefore.
After a certain time the upper part of the filter bed 8 will be clogged by the particulate matter. Such matter is removed by reverse flushing. Relatively large amounts of flush water under pressure are needed for accomplishing the desired cleaning of the filter bed 8. An outlet valve 10 in the line 9 is closed, and a reverse flush pump 11 is started supplying flush water to the lower part of the filtration tank 7 through a flush water line 12.
The water level in the filtration tank 7 rises from the normal level 13 to a higher level 14 from which the flush water with the flushed away particulate matter can enter an outlet trench 15 for further transport through an outlet line 16 to discharge.
The frequency of the reverse flushing is determined by the amount of particulate matter and the fineness of the filter material in the filter bed 8.
A further filter stage is often needed.
This purification plant is not suited for water containing organic material to be removed, such as sea or stream water.
A water purification plant according to the invention is shown as two embodiments in
Reference is first made to
The reservoir 20 is internally provided, preferably centrally, with an inlet cylinder 23 with open ends both upwardly and downwardly. The upper end of the inlet cylinder 23 is above the water level in the reservoir 20 at all times.
A generally horizontal distribution disc 24 provided with openings divides the space inside the reservoir 20 and outside the inlet cylinder 23 into an upper and a lower compartment 25 and 26, respectively.
Unpurified raw water can be supplied to the inlet cylinder 23, for example through an inlet line 27, for example at a level above the distribution disc 24.
One or more nozzle devices 28 can be arranged in the inlet cylinder 23, for example at a level below the distribution disc 24. Air under certain pressure can be supplied to the nozzle device 28 through an air line 29. The purpose of the air supplied to the water through the nozzle device 28 is to agitate the water and/or to cause oxidation of such impurities in the raw water as iron, manganese and hydrogen sulphide.
If desired, the process may be enhanced by the addition of for example potassium permanganate as an oxidation agent through a line 30.
By the supply of new raw water, treated and aerated water will flow downwards through and out of the inlet cylinder 23. The precipitated materials, such as metallic iron or manganese, and other possible particles in the water will fall to the bottom of the reservoir 20, if the flow rate does not exceed 1 m3h per m2 hydraulic load area of the distribution disc 24.
The precipitated materials can be removed from time to time from the bottom of the reservoir 20 as sludge by a sludge pump 31 through a sludge line 32.
The purified water will after leaving the inlet cylinder 23 downwards raise through and above the distribution disc 24, wherefrom it may be pumped away by a pure water pump 33 through a pure water line 34. The pure water pump 33 may be housed in a pump well 35 integrally mounted on the outside of the inlet cylinder 23. Alternatively, the water may be removed from the well 35 by gravity.
A further filtering means 36 may optionally be provided for the pure water supplied from the plant. This filtering means may be arranged to deliver its residue products to the sludge line 32. The flow rate may hereby be increased to some 1.5 m3h per m2 hydraulic load of the distribution disc 24.
The size, number and distribution of the openings in the distribution disc 24 are determined such that a desired and evenly distributed flow through the plant over its entire cross-sectional area outside the inlet cylinder 23 is obtained and that oxidized matter is allowed to sink to the bottom of the reservoir 20 and is not carried along with the purified water.
It may be determined that with a diameter of 3 m for the reservoir 20 and a diameter of 1.5 m for the inlet cylinder 23, a capacity for the plant may be some 3 m3/h of purified raw water.
A second embodiment of a water purification plant is shown in
For removing the organic material from the supplied raw water, a suitable flocculating agent is added to the water in the inlet cylinder 23. This addition may preferably be arranged in a mixing cyclone 40, through which the raw water flows and to which the agent is supplied though a flocculating agent line 41. The raw water and the flocculating agent is effectively mixed and supplied to the inlet cylinder 23.
The treated water flows out of the inlet cylinder 23 and further though the distribution disc 24 as in the first embodiment. The formed flocks sink to the bottom, if the flow rate does not exceed 1 m3h per m2 hydraulic load area of the distribution disc 24.
The second embodiment of the water purification plant shown in
Modifications are possible within the scope of the appended claims.
Number | Date | Country | Kind |
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1050451-2 | May 2010 | SE | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/SE2011/050557 | 5/4/2011 | WO | 00 | 12/7/2012 |