The present invention relates to dewatering apparatus, and particularly but not exclusively dewatering apparatus for reducing the moisture content of stockpiles of materials such as aggregates.
Following extraction from the ground, aggregates such as sand and gravel are washed and stored externally in stockpiles to allow the moisture content to reduce naturally through drainage by gravity. However, natural gravity drainage is slow and depends upon weather conditions, the ground on which the stockpile is located, and the permeability of the material in the stockpile. The slowness of reduction of the moisture content means that more stockpile storage must be provided, and in some circumstances, the aggregate has to be pre-dried before use to ensure that the moisture content is satisfactory, thereby increasing costs.
According to a first aspect of the present invention, there is provided dewatering apparatus for reducing the moisture content of a stockpile of material, the apparatus including a support for supporting, in use, the stockpile, pressure reducing means, and fluid communication means for communicating fluid from the support to the pressure reducing means wherein the apparatus includes a substantially impermeable layer beneath the support, and the support includes a layer of material which has a permeability which is higher than the permeability of the stockpile material, a solids filter being provided in the fluid communication means to remove solid materials from the fluid prior to the fluid reaching the pressure reducing means.
The solids filter may comprise a mesh material extendable across the fluid communication means. The mesh material may be extendable across an annular frame. A mounting ring may be mountable to the annular frame to removably clamp the mesh material extending across the annular frame.
According to a second aspect of the present invention, there is provided dewatering apparatus for reducing the moisture content of a stockpile of material, the apparatus including a support for supporting, in use, the stockpile, pressure reducing means, and fluid communication means for communicating fluid from the support to the pressure reducing means wherein the apparatus includes a substantially impermeable layer beneath the support, and the support includes a layer of material which has a permeability which is higher than the permeability of the stockpile material, an air separator being provided in the fluid communication means to remove air from the fluid prior to the fluid reaching the pressure reducing means.
The air separator may include a tank into which the fluid flows, with formations in the tank to stop spinning of the fluid. The formations may be in the form of baffles. An exhaust may be provided in an upper part of the tank to enable air to be exhausted therethrough.
The apparatus may include a solids filter and an air separator. The air separator may be located downstream of the solids filter, and may be located immediately downstream of the solids filter.
Possibly, the pressure reducing means includes a suction pump, which may be a vacuum pump, and may be self priming.
Possibly, in use, the support is located in the ground. The impermeable layer may be located between the support and adjacent material in the ground.
Possibly, the layer of higher permeable material is located in a lowermost part of the support.
Possibly, the fluid communication means defines a passage, and may include a pipe arrangement, which may include a pipe, which may define the passage. Possibly, the pipe includes an inlet part, in which the pipe defines one or more inlet apertures through which fluid enters the passage in use. Possibly, the inlet part is located within the support, and may be located in a lowermost part of the support, and may be located within the layer of higher permeable material. Possibly, the lowermost part of the support is arranged to direct fluid to the inlet part. Possibly, the lowermost part of the support slopes downwardly towards the inlet part.
Possibly, the inlet part is located above the impermeable layer, and may be located on the impermeable layer.
Possibly, the pipe arrangement includes an outer filter, which may be arranged to permit entry of the fluid into the passage, but prevent entry of the support and/or stockpile material into the passage, and may be located between the inlet part and the support.
The outer filter may be in the form of a geotextile.
Possibly, the fluid communication means include a plurality of pipe arrangements. Possibly, the fluid communication means include a manifold, which may connect the pipe arrangements to the pressure reducing means.
Possibly, in plan, the inlet part is in the form of a spiral, which may extend around an axis, which may be the central axis of the stockpile. Possibly, the lowermost part of the support slopes downwardly towards the central axis.
According to a third aspect of the present invention, there is provided a method of using a dewatering apparatus according to any of the preceding fourteen paragraphs to reduce the moisture content of a stockpile.
Possibly, in an initial condition, the stockpile of material is saturated with water. Possibly water is added to the stockpile to bring the stockpile to the initial, saturated condition. Possibly in the saturated condition, the stockpile has a moisture content of 20% w/w or greater, and may have a moisture content of 25% w/w or greater.
Embodiments of the present invention will now be described, by way of example only, and with reference to the accompanying drawings, in which:—
Referring to the figures,
The support 12 includes a first, lower layer 14 which is formed of a relatively high permeability material. The relatively high permeability material could, in one example, be a gravel.
The support 12 includes a second, upper layer 15 of material, which extends between the lower layer 14 and a level which is coplanar with ground level 50, indicated in
The dewatering apparatus 10 includes a layer of an impermeable material 34 which is located between the ground material 36 and the support 12. The impermeable material 34, which in one example could be formed of a plastics material, thus forms a lining between the support 12 and the ground material 36, preventing moisture transfer therebetween.
The dewatering apparatus 10 includes pressure reducing means including a pump 30. The pump 30 could, in one example, be a large air handling, self priming double diaphragm suction pump, which could be electrically driven.
The dewatering apparatus 10 includes fluid communication means for communicating fluid from the support 12 to the pump 30, the fluid communication means including a pipe arrangement 16, the pipe arrangement 16 including a pipe 18 which defines a passage 20. The pipe 18 includes an inlet part 22 which is located within the support 12. In one example, as shown in
The pipe 18 includes a connecting part 52, which connects the inlet part 22 to a manifold 28 which is in fluid communication with the pump 30. An outlet pipe 32 extends from the pump 30.
Referring to
As shown in
The solids filter 62 is in the form of a disc filter with an annular frame 64 across which a mesh filter member 66 in the form of a disc can be fitted. A fixing ring 68 is provided mountable to the frame 64 to clamp the filter member 66 thereto. As can be seen in
As fluid generally comprising water and air enters the air separator 60, the baffles 80 remove turbulence from the mixed air and water. The air and water tend to separate with the air moving upwardly in the tank 78 and out through the valve 84. The water having had turbulence removed passes through to the pump.
In use, the dewatering apparatus 10 is formed by forming the recess 38 in the ground material 36. The pump 30, the manifold 28 and the connecting part 52 of the pipe 18 are located in position, the connecting part 52 extending from the manifold 28 to the low point 48 of the recess 38. The layer of impermeable material 34 is laid within the recess 38 to line the recess 38 and the inlet part 22 of the pipe 18 located on the impermeable material 34 and connected to the connecting part 52. The filter material 26 could be wrapped around the inlet part 22 when the inlet part 22 is in situ, or alternatively the filter material 26 could be wrapped around the inlet part 22 before installation.
The lower layer 14 of relatively high permeability material is then laid on the impermeable material 34 on the base 46, over and around the inlet part 22. The upper layer 15 is then laid over the lower layer 14.
A stockpile 40 of material is then formed on the support 12. The central axis of stockpile 40 could be coincident with the central axis 56 of the spiral. The stockpile material 40 could be a sand or gravel material. The upper layer 15 could be formed of the same material as the stockpile material 40.
In one example, the stockpile material 40 could be a washed material, which has a relatively high moisture content. In use, in position on the support 12, the water in the stockpile material 40 drains by gravity towards the support 12 as shown by arrows A in
As shown in
The positive removal of water from the support 12 has been found in practice to reduce drying times of the stockpile material 40 significantly. For example, in a conventional stockpile employing only gravity drainage, the moisture content at the base of the stockpile after 30 hours was found to have reduced from 25% w/w to 19% w/w. By employing the dewatering apparatus of the present invention, the moisture content at the base of the stockpile was found to have reduced from 25% w/w to less than 5% w/w in less than five hours.
A further benefit of the use of the dewatering apparatus is that the moisture content at different levels in the stockpile is more consistent. In a stockpile drained only by gravity drainage, moisture contents after 30 hours at the base, at 3 m level and at 4.5 m level were found respectively to be 20%, 10% and 5%. In a stockpile employing the dewatering apparatus of the present invention, the moisture content at the same levels after five hours duration were found respectively to be all 5% or less.
The impermeable material 34 increases the efficiency of drying, since it prevents moisture migration from the ground material 36.
It has been found that, in some circumstances, rapid drying is promoted when the stockpile material 40 initially has a higher moisture content. When the stockpile material 40 has a higher moisture content, more of the pores between the particles making up the stockpile are filled, so that when the suction pump 30 operates, there is a syphon effect, which more effectively draws water from the stockpile material 40 into the support 12 through the upper and lower layers 15, 14 respectively of the support 12, into the pipe 18 and to the pump 30. Thus in one example, the efficiency of drying is increased by initially raising the moisture content of the stockpile material 40 to at least 25% w/w by adding water to the stockpile material 40 to bring the stockpile material 40 to a saturated initial condition.
The solids filter prevents solids above a size determined by the mesh of the filter from reaching the pump and causing damage thereto. The air separator means that substantially only liquid reaches the pump providing for greater efficiency in the system.
As indicated the system may include a solids filter and air separator but in some instances it may be possible for either of these to be omitted from the system.
Various other modifications could be made without departing from the scope of the invention. The dewatering apparatus 10 could include a single pipe arrangement 16, or could include a plurality of pipe arrangements 16 extending from a manifold 28 as shown in
The fluid communication means could be of any suitable type. The support 12 and the inlet part 22 could be arranged in a different way. For example, the support 12 could be a different shape in plan. In one example, the support 12 could be rectangular in shape having a sloping base 46 sloping from one side to the other, or from two sides into the middle. The inlet part 22 could be arranged in any suitable way. For example, the inlet part 22 could be arranged in the form of a zigzag or concertina or an arrangement comprising a stem and branches.
The design of the dewatering apparatus 10, and in particular the arrangement of the inlet part 22 could depend upon the nature and type of the stockpile material 40, and in particular, the permeability and other hydraulic characteristics such as hydraulic radius and drawdown of the stockpile material 40. These hydraulic characteristics are determined to a large extent by the particle size distribution and particle shape of the stockpile material 40. In designing the dewatering apparatus 10, it is therefore advisable to undertake trials of specific stockpile materials to optimize the design of the dewatering apparatus for each specific stockpile material.
For example, where the stockpile material 40 is relatively free draining (ie has a relatively high permeability), the hydraulic radius and drawdown are relatively large, and a relatively less dense arrangement of the inlet part 22 could be utilized. Where the stockpile material 40 is relatively less free draining (ie has a lower permeability) a denser arrangement of the inlet part 22 could be utilized.
Selection of the filter material 26 could also depend upon the nature and type of the stockpile material 40. The purpose of the filter material 26 is to prevent relatively fine material from entering the passage 20. The fine material could come from the support 12 and/or the stockpile material 40. The filter material 26 could be selected by reference to, for example, a sieve analysis or grading of the material making up the stockpile material 40.
The support 12 could be of any suitable depth. The lower layer 14 could be of any suitable depth. In one example, the lower layer 14 is approximately 0.3 m deep. However, this depth can varied to suit the nature and type of the stockpile material 40. The pipe 18 could be of any suitable diameter, and could be formed of any suitable material and could include any suitable number of inlet apertures 24. The filter material 26 could be formed of any suitable material, and could include any suitable number of inlet apertures 54.
The pressure reducing means could be of any suitable type.
There is thus provided dewatering apparatus, which provides a vacuum beneath a stockpile of material, to promote drainage of water from the stockpile material, reducing the drying time of the stockpile material. Drying times of the stockpile material are significantly reduced, reducing the amount of stockpile storage required and reducing drying costs when the stockpile material is subject to further processing. Water run off from the stockpile onto surrounding ground is reduced and in many cases eliminated, reducing potential environmental problems. The reduced moisture content in the stockpile material reduces the risk of ice formation during the winter. The water which has been drained from the stockpile material 40 has been filtered, and is therefore relatively clean, and can be reused for washing or other purposes. Reducing the moisture content of the stockpile material 40 reduces the risk of the stockpile becoming unstable and slumping, thereby improving safety and permitting the construction of taller stockpiles with a smaller base area, increasing the amount of storage available on site.
Whilst endeavouring in the foregoing specification to draw attention to those features of the invention believed to be of particular importance it should be understood that the Applicant claims protection in respect of any patentable feature or combination of features hereinbefore referred to and/or shown in the drawings whether or not particular emphasis has been placed thereon.
Number | Date | Country | Kind |
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1521673.2 | Dec 2015 | GB | national |
Filing Document | Filing Date | Country | Kind |
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PCT/GB2016/053860 | 12/8/2016 | WO | 00 |