An irrigation recirculation system and methods of filtering and cleaning water within the irrigation recirculation system. The system includes an above the ground water source and a fluid flow conduit that conveys the water into a filter element within a basin. The filter element separates solids from the water by causing the water to change direction before continuing on a fluid flow path. The water is then stored and distributed by a self-cleaning storage system that convey the filtered water to sprinkler heads of the irrigation system.

An irrigation recirculation system and methods of filtering and cleaning water within the irrigation recirculation system. The system includes an above the ground water source and a fluid flow conduit that conveys the water into a filter element within a basin. The filter element separates solids from the water by causing the water to change direction before continuing on a fluid flow path. The water is then stored and distributed by a self-cleaning storage system that convey the filtered water to sprinkler heads of the irrigation system.

An example system is configured to manage the storage of water underground using a sensor-based grid system. The example system includes wells, each of which is between a surface and an underground formation capable of storing water received from the surface. The example system includes pumps, at least of which is associated with each well to force water from the surface, through the well, into the underground formation. The example system includes sensors, at least of which is associated with each well. The sensors are configured to communicate sensor data wirelessly. The example system also includes a computing system configured to receive sensor data from each of the sensors and to control operations of one or more of the pumps based on the sensor data.

An example system is configured to manage the storage of water underground using a sensor-based grid system. The example system includes wells, each of which is between a surface and an underground formation capable of storing water received from the surface. The example system includes pumps, at least of which is associated with each well to force water from the surface, through the well, into the underground formation. The example system includes sensors, at least of which is associated with each well. The sensors are configured to communicate sensor data wirelessly. The example system also includes a computing system configured to receive sensor data from each of the sensors and to control operations of one or more of the pumps based on the sensor data.

The present invention is a new process for preserving the water of an aquatic body as a supplying source for different human activities such as recreation and amusement, food and ornamentation, by the development of a aquatic space formed by a Open water Lake, a Spa Lake, and a Water Depuration Lake that preserves the water mass by biotransformation and mineralization that allow reducing the concentration of carbon, nitrogen and phosphorous, generating clean and transparent water without the use of large amounts of chemicals and complex filtrate systems.

A collection tank for mounting in a bed of gravel particles under a floor of a building for collecting ground water from an area under the floor has a tank body including a lower tank portion and an upper tank portion. The lower tank portion defines a container for collected water with an open top. The upper tank portion has an outer wall upstanding from the open top of the lower tank portion, in which the outer wall is perforated with holes for passage of ground water into the tank body. Each of the holes extends radially through the outer wall of the upper tank portion at an upward slope so as to minimize entry of surrounding gravel particles into the tank body through the holes.

A collection tank for mounting in a bed of gravel particles under a floor of a building for collecting ground water from an area under the floor has a tank body including a lower tank portion and an upper tank portion. The lower tank portion defines a container for collected water with an open top. The upper tank portion has an outer wall upstanding from the open top of the lower tank portion, in which the outer wall is perforated with holes for passage of ground water into the tank body. Each of the holes extends radially through the outer wall of the upper tank portion at an upward slope so as to minimize entry of surrounding gravel particles into the tank body through the holes.

The invention relates to a method for determining a maximum allowable volume of water that can be removed over time from an underground water source, the volume of water being removed at a removal point and the hydrogeological state of the underground water source being qualified by piezometric measurements on a reference piezometer, the method being characterized in that it includes, in particular, a continuous measurement by a first piezometric level sensor on the removal point, the sensor having a first log of available data over a predetermined period that has passed; and another continuous measurement by a second piezometric level sensor on the reference piezometer, the second sensor having a second log of available data over the predetermined period that has passed; the method also comprising subsequent steps implemented by a calculation machine.

The invention relates to a method for determining a maximum allowable volume of water that can be removed over time from an underground water source, the volume of water being removed at a removal point and the hydrogeological state of the underground water source being qualified by piezometric measurements on a reference piezometer, the method being characterized in that it includes, in particular, a continuous measurement by a first piezometric level sensor on the removal point, the sensor having a first log of available data over a predetermined period that has passed; and another continuous measurement by a second piezometric level sensor on the reference piezometer, the second sensor having a second log of available data over the predetermined period that has passed; the method also comprising subsequent steps implemented by a calculation machine.

A system for quantitative water management comprises: at least two interconnected water production entities (U), at least one water resource (S) linked to one at least of the production entities (U), at least one demander element (D) requesting water produced defined by a pre-established temporal curve of water demand produced as a function of time, each link between production entities (U), water resources (S) and demander elements (D) being ensured by a transfer work (C) having a predetermined maximum flowrate and being able to be interconnected, each production entity (U) and each water resource (S) furthermore being associated with a weighting function P, and a calculator adapted to minimize the global weighting function Pg of the system while guaranteeing compliance with the pre-established temporal curve of water demand produced of each demander element (D) under constraint of compliance with the maximum flowrates of the various elements of the system.