Water treatment system including foam block
View Patent ↗The water to be treated might be river water which needs to be clarified, or might be septic tank effluent which needs to have its BOD and dissolved organics content diminished, and its ammonium oxidized. Treatment is done by passing the water through a block of soft open-cell foam. The block of foam is rectanguloid in its basic form. The block of foam is housed in a watertight box. The rectanguloid form enables minimal hydraulic heads, and is simple and cheap to manufacture and install.
1. Water treatment station, wherein:
the station includes a block of treatment material, having a block-throat-area, being the product of a block-width and a block-depth, and having a block-length, these dimensions being overall with respect to the block;
the treatment material is porous, and the pores are open, to the extent that water can pass in the direction of the block-length along and through the block of treatment material, and to the extent that bacteria can form viable colonies in the pores;
the treatment material is soft, and is resiliently compressible;
the treatment material is substantially inert with respect to water, and with respect to pollutants contained within the body of water, and with respect to microbes residing within the pores of the material;
the treatment material is significantly absorbent, and has significant capillary attraction with respect to water passing through the block;
the station includes a watertight box, which contains the block of treatment material;
the box includes an entry-chamber, containing water for treatment, being water that has not yet entered the block of treatment material;
the box includes an exit-port through which treated water is discharged from the station;
the box includes walls, being left and right side-walls, a floor and a roof;
the box is so dimensioned, relative to the block, that the block-width of the block is compressed between the left and right side-walls; and
the box is so dimensioned, relative to the block, that the block-depth of the block is compressed between the roof and the floor; and
the degree and manner of compression is such as to ensure that substantially no gaps exist between the block and the side-walls, nor between the block and the floor, through which water passing from the entry-chamber to the exit-port could bypass the block.
2. As in claim 1 , wherein the block is rectanguloid in that:
the block has left and right side-surfaces, a top-surface, and a bottom-surface;
the block-width and the block-depth are substantially constant at all points along the block-length;
the block-length and the block-depth are substantially constant at all points along the block-width; and
the block-length and the block-width are substantially constant at all points along the block-depth.
3. As in claim 2 , wherein the block has an effective-block-length, which is defined as follows:—
(a) the block has an entry-surface, being that surface of the block that is in direct wetted contact with untreated liquid contained in the entry-chamber;
(b) the block has an entry-point, being the highest point on the entry-surface;
(c) the block has an exit-point, being the nearest point on the block to the exit-port; and
(d) the effective-block-length is the shortest distance a drop of water can travel in passing through the block from the entry-point to the exit-point; and
the effective-block-length is at least 1.2 meters and no more than 2.4 meters.
4. Station of claim 1 , in combination with a body of water undergoing treatment, wherein:
the station is configured for anaerobic operation;
water in the body of water passes through the block of treatment material;
the water contains significant suspended solids, and significant organic pollutants;
the water contains no more than insignificant dissolved organic pollutants, and insignificant ammonium;
the block-throat-area is 0.5 to 1.0 sq.m, per 1000 liters/day of flowrate.
5. As in claim 4 , wherein the effective-block-length is at least 1.8 meters.
6. Station of claim 1 , in combination with a body of water undergoing treatment, wherein:
the station is configured for aerobic operation;
water in the body of water passes through the block of treatment material;
the water contains significant suspended solids, and significant dissolved organic pollutants;
the water contains no more than insignificant ammonium;
the block-throat-area is 0.5 to 1.0 sq.m, per 1000 liters/day of flowrate.
7. As in claim 6 , wherein the effective-block-length is at least 1.8 meters.
8. Station of claim 1 , in combination with a body of water undergoing treatment, wherein:
the station is configured for aerobic operation;
water in the body of water passes through the block of treatment material;
the water contains significant suspended solids and significant dissolved organic pollutants and significant ammonium;
the block-throat-area is 0.5 to 1.0 sq.m, per 1000 liters/day of flowrate.
9. As in claim 8 , wherein the ratio of block-width to block-depth is more than three to one.
10. As in claim 1 , wherein the water treatment station includes both an anaerobic station and an aerobic station.
11. As in claim 1 , wherein:
the exit-port is located in an exit-chamber; and
the exit-chamber contains water that has passed through, and has emerged from, the treatment block.
12. As in claim 11 , wherein the entry- and exit-chambers are included as unitary components of the watertight box.
13. As in claim 1 , wherein the exit-port is so arranged that the block is free-draining, in that water can drain from the exit-port, substantially down to the level of the floor of the box.
14. As in claim 1 , wherein the floor of the box is disposed substantially horizontally.
15. As in claim 14 , wherein the entry-chamber has a floor and the exit-chamber has a floor, and those floors are at the same level as the floor of the box.
16. As in claim 1 , wherein:
the treatment material is synthetic foam, having interconnected cells;
the foam is resiliently soft, in that the foam can be compressed by squeezing by hand, and resiliently recovers to its un-squeezed dimensions when such squeezing is discontinued.
17. As in claim 1 , wherein the block-throat-area is at least 2.4 square meters.
18. Water treatment station, wherein:
the station includes a block of treatment material, having a block-throat-area, being the product of a block-width and a block-depth, and having a block-length, these dimensions being overall with respect to the block;
the treatment material is porous, and the pores are open, to the extent that water can pass in the direction of the block-length along and through the block of treatment material, and to the extent that bacteria can form viable colonies in the pores;
the treatment material is soft, and is resiliently compressible;
the treatment material is substantially inert with respect to water, and with respect to pollutants contained within the body of water, and with respect to microbes residing within the pores of the material;
the treatment material is significantly absorbent, and has significant capillary attraction with respect to water passing through the block;
the station includes a watertight box, which contains the block of treatment material;
the box includes an entry-chamber, containing water for treatment, being water that has not vet entered the block of treatment material;
the box includes an exit-port through which treated water is discharged from the station;
the box includes walls, being left and right side-walls, a floor and a roof;
the box is so dimensioned, relative to the block, that the block-width of the block is compressed between the left and right side-walls; and that the block-depth of the block is compressed against the floor;
the degree and manner of compression is such as to ensure that substantially no gaps exist between the block and the side-walls, nor between the block and the floor, through which water passing from the entry-chamber to the exit-port could bypass the block; and
the ratio of block-width to block-depth is greater than 1.5 to one.
19. Water treatment station, in combination with a body of water undergoing treatment, wherein:
the station includes a block of treatment material, having a block-throat-area, being the product of a block-width and a block-depth, and having a block-length, these dimensions being overall with respect to the block;
the treatment material is porous, and the pores are open, to the extent that water can pass in the direction of the block-length along and through the block of treatment material, and to the extent that bacteria can form viable colonies in the pores;
the treatment material is soft, and is resiliently compressible;
the treatment material is substantially inert with respect to water, and with respect to pollutants contained within the body of water, and with respect to microbes residing within the pores of the material;
the treatment material is significantly absorbent, and has significant capillary attraction with respect to water passing through the block;
the station includes a watertight box, which contains the block of treatment material;
the box includes an entry-chamber, containing water for treatment, being water that has not yet entered the block of treatment material;
the box includes an exit-port through which treated water is discharged from the station;
the box includes walls, being left and right side-walls, a floor and a roof;
the box is so dimensioned, relative to the block, that the block-width of the block is compressed between the left and right side-walls; and that the block-depth of the block is compressed against the floor;
the degree and manner of compression is such as to ensure that substantially no gaps exist between the block and the side-walls, nor between the block and the floor, through which water passing from the entry-chamber to the exit-port could bypass the block;
the station is configured for anaerobic operation;
the water contains significant suspended solids;
water in the body of water passes through the block of treatment material;
the water contains no more than insignificant organic pollutants, and insignificant ammonium;
the block-throat-area is 0.3 to 0.6 sq.m, per 1000 liters/day of flowrate.
20. As in claim 19 , wherein the effective-block-length is at least 1.2 meters.