A biological treatment system and method is provided for treating wastewater from a treatment plant which provides primary and secondary treatment. An aggregate-filled bed enclosed by a water-impervious barrier is used to receive and cleanse the wastewater using the roots of turf grass grown on the top of the bed. Wastewater is introduced near the bottom of the bed and flows generally upwardly through the voids in the media, passing through the root system of the turf grass. Wastewater is withdrawn from the bed at a higher level than it is introduced. The top surface of the bed remains dry and is capable of supporting pedestrian and vehicular traffic. A recirculation system maintains the generally upward flow of water through the bed. Transpiration reduces the volume of the wastewater and the biological cleansing action of the roots cleanses the wastewater. Alternative forms of the bed are described.
A system for treating the soil and turf having a prescribed subsoil profile that includes a duct network located in the subsoil region having openings that are in communication with the subsoil profile. A supply line is arranged to connect the duct network with a blower that provides low pressure, high volume air to the duct network so that the air is pushed upwardly through the subsoil profile to provide either heating or cooling to the soil and turf. A ground surface heat exchanger is positioned between the blower and the supply line for transferring energy between the earth and the air moving into the duct network. Other materials for treating the soil may be added to the air flow by a pressurized system. The blower flow is reversible whereby excess moisture can be removed from the green.
A treatment system for aerating, cooling and heating or draining a site such as a golf course green or a playing field. A mobile blower can be connected and disconnected with an underground duct network situated under the site through a suitable valving arrangement so that one blower can be used in servicing a number of sites.
The apparatus for waste water treatment has, in a tank, a contact circulation part in which Bincho charcoal is accommodated, a sprinkling circulation part which is disposed above the contact circulation part and in which black coal is accommodated, air lift piping for lifting treatment-object water from the contact circulation part to the sprinkling circulation part, a water-sprinkling tube for sprinkling the treatment-object water onto the sprinkling circulation part, an aquatic plant cultivation bed disposed between the contact circulation part and the sprinkling circulation part, and air-diffusing tubes for introducing malodorous gas. Small quantity of surfactants and colorants are adsorbed by the Bincho charcoal and the black coal and decomposed by microorganisms that have grown in the Bincho charcoal and the black coal. The microorganisms act to biologically decompose the malodorous gas.
A process and system for enhanced nitrogen removal in a wetlands wastewater treatment facility is disclosed. Air is bubbled into the wetland to form an overall aerobic zone to enhance nitrification of the ammonia in the wastewater. A portion of the effluent is recycled back to the nutrient rich, anaerobic zone of the inlet of the wetland to enhance denitrification of the wastewater.
A treatment and irrigation system for relatively large tracts of land used for sports, public gardens, recreation, agricultural crops, or other land uses, wherein the output from a primary or secondary sewage treatment plant is received by a drip, or trickle, irrigation system which is disposed over a relatively large area to be irrigated, immediately under a stratum for receiving the roots of flora to be irrigated and above a layer of very permeable matter which receives the output of the sewage treatment plant. Such output, which is received, in part, through capillary action by flora growing on the upper stratum, drips through the permeable matter layer wherein the output is subjected to an aerobic action due to air in that layer. The permeable layer rests on underlying non-permable base although this also may also be permeable ground. After the output is aerobically treated in the very permeable matter it may be received by ponds or other bodies and is eventually transported by underground water flow between the permeable layer and the base or ground to exit into a river, stream or other water in which it is diffused.
