Apparatus for Treating Water

The present invention relates to the field of water treatment, and more particularly to the field of water treatment methods and apparatus in which treatment is carried out without the addition of chemical agents.

Treatment of waste water presents an ongoing problem to all communities. Following standard established by local, state, and federal agencies, communities cannot discharge raw waste water into streams, rivers, or the like. Water treatment facilities, however, often require large capital expenditures, imposing severe burdens upon the communities involved. Most purification methods now in service treat waste water in ponds, tanks, or the like, with chemical agents being added to accomplish sterilization or purification. Not only are such methods expensive, but also the water cannot be put to any useful purpose during the period of treatment, and, particularly in arid areas, that requirement poses an additional burden upon the community.

Therefore, a pressing need exists to provide a water treatment method that is relatively inexpensive compared to existing methods and which also allows a community to receive benefit from the water during the treatment process.

It is an object of the present invention to provide a method for treating water without requiring the addition of chemical agents.

A further object of this invention is a method for treating water that does not require the installation of large facilities.

A further object of this invention is a method for treating water that allows a community to receive benefit from the water during the treatment process.

Yet another object of the present invention is apparatus for treating water that requires little expenditure of capital, yet allows water treatment without the addition of chemical agents.

These and other objects are accomplished by the present invention. The water treatment system disclosed herein includes a treatment zone having waterimpermeable bottom and side partitions. The bottom partitions are arranged in stepwise or slantwise fashion to descend from an input end to an output end, with a collection area, which may be filled with a porous material such as gravel provided at the bottom portion of the output end. The treatment zone is filled with soil, and plants are grown therein, with plant types selected according to the climatic conditions of the particular location and with regard to the depth of the treatment zone at the growing site. For example, the input end could contain plants requiring little root depth, such as grasses, while the output end could contain deep-rooted plants, such as trees.

Waste water is collected in a tank and then applied to the soil at the input end of the treatment zone. Application of additional waste water, coupled with the force of gravity, causes the water to flow from the input end to the output end of the treatment zone, and as it does so, the water interacts with and is treated by the soil. Treated water is collected in the collection area and removed from the treatment zone for reuse. During the treatment process, the plants within the treatment zone make use of the water thus provided, offering the possibility for the community to receive a benefit from the water during the treatment process, in the form of parks, greenbelts, or growing animal feed.

As should be clear, this method does not require the provision of large-scale capital assets. The method is simple, beneficial, and easy to install.

FIG. 1 is a cross-sectional side view of an embodiment of the present invention;

FIG. 2 is a cross-sectional end-on view of the embodiment shown, taken along the plane II--II of FIG. 1.

Am embodiment 10 of the present invention is shown schematically in FIGS. 1 and 2. As seen there, a treatment zone 12 is defined by bottom partitions 2 and side partitions 14. Most conveniently, the treatment zone is formed in a plot of ground by removing a quantity of soil and lining the cavity with a film or sheet, such as polyethylene, polypropylene, or polyvinyl chloride sheeting of about 0.2-1.0 mm. thickness. The side and bottom partitions preferably are formed integrally from single pieces of the film or sheet, but these sections may be formed from separate pieces as desired. Further, the side partitions preferably are relatively vertical, but may be sloped slightly as desired. Of course, the treatment zone can be constructed in any convenient manner known to the art so long as the requirement is followed that the side walls and bottom partitions are water-impermeable.

The treatment zone is filled with soil 3. The type of soil selected may vary according to the climate of the region in which the apparatus is located, or according to the types of soil available. Those familiar with the art will appreciate that the soil also may be selected with regard to the plants which are to be grown therein, as described hereafter.

The treatment zone 12 has an input end 16 and an output end 18. The bottom 2 of the treatment zone slopes downwardly from the input end to the output end, so that the soil depth is considerably greater at the output end. Preferably, the bottom descends in stepwise fashion, as shown, but it may be convenient to arrange the slope in a slantwise fashion. In the embodiment shown, the descent occurs in six steps, in which each step has a length of about 100-200 meters and height of 50-100 centimeters, so that the total length of the treatment zone is about 600-1200 meters, and the maximum soil depth is in a range from about 3-6 meters. The width of the treatment zone is selected with regard to terrain; a 3-meter width, for example, would be relatively narrow, while a crop field could be rather wide.

A collection area 11 is provided at the bottom of the output end of the treatment zone, filled with any material suitable for collecting and delivering water, such as gravel. If desired, a collection area partition 6, of a non-woven fabric, may be disposed at the top of this area, to prevent intrusion of plant roots and the like. A water delivery system 7, including conventional piping 13 and pump 15, extends into the collection area for removal of treated water.

The plants 4 are planted in the treatment zone soil. The type of plants employed may be selected according to the climate and needs of the area concerned, combined with the depth of the treatment zone at the area planted. For example, areas of the treatment zone disposed toward the input end should contain plants requiring root systems of relatively shallow depth, such as pasture plants, napiergrass, sugar cane or maize, grading toward deep-rooted plants disposed toward the output end of the treatment zone, such as trees. The type of plant selected also will depend upon the needs of the community. For example, if the community decides to employ the treatment zone to provide a greenbelt in an urban area, plants may suitably be selected from shrubs and trees. Requirements for animal feeds or foods for human consumption will dictate other plantings. Those in the art will appreciate that the present invention can be adapted to provide any of these plant types. Similarly, another interactive factor is the soil available. Preferably, the soil should be selected with regard to the contemplated planting, but a limited selection of soil may dictate the plant selection.

Community waste water is collected in a tank 5. This tank may be conveniently located near the treatment zone as shown, or it can be located some distance therefrom and the waste water piped to the treatment zone. At the tank, dust removal or aeration may be provided, as is known in the art. Further, if it is desired to prevent odors, the waste water may be treated with a deodorant such as a microorganism culture, as also known in the art.

Operation of the present invention proceeds with the application of waste water from the tank 5 to the input end 16 of the treatment zone 12, where waste water is confined within the treatment zone by the side partitions 14 and bottoms 2. As additional waste water is added, and at the urging of gravitational forces, the waste water flows within the treatment zone from the input end to the output end. As it proceeds, the soil filters and treats the water, removing contaminants. Furthermore, the waste water contains many organic compounds that can serve as nutrients for the plants 4, further assisting in the removal of contaminants from the water.

In addition, removal of specific contaminants can be assisted by selection of appropriate plants. Those in the art will appreciate that certain plants concentrate certain compounds otherwise considered contaminants. For example, nepiergrass, a pasture plant, exhibits excellent nitrogen absorption, and thus would serve well at the initial stages of the treatment zone. This point is especially important, given the importance of removing nitrogen from the water. Nepiergrass also absorbs phosphorus and potassium compounds, as do sugar cane and corn. If heavy metals are to be removed, pig weeds, such as Japanese dock or spinach, could be planted in the central area of the zone. Toward the end of the zone, plants such as eucalyptus trees would be appropriate, as that plant possesses a deep root structure.

Treated water proceeds through the treatment zone and collects in collection area 11. At appropriate intervals, this water can be removed by the operation of pumping system 7. The appropriate interval will depend upon the amount of water flowing through the system, and the rate at which the water collects in the collection area.

Clearly, the present invention can be adaptable to many forms. For example, the treatment zone can be designed having a relatively narrow width to provide a greenbelt in an urban environment. Alternately, a relatively wide field can be provided, for example by employing appropriate piping mechanisms if the treatment zone is to serve as a pasture or crop area. These and other modifications can be made to the present invention without departing from its scope, which is defined solely by the claims appended hereto.