The present invention relates to a system and method for managing water or other fluid that provides monitoring and reliable control of the use of water or other fluid in a given territorial area, facilitating the management of water use or other fluid in processes where it is involved, for example in tasks of irrigating agricultural land or in industrial processes using fluids such as leaching. The system and method of the invention operates on the basis of a distributed monitoring and control logic implemented to control and monitor a hydraulic system located in the given territorial area by an arrangement of sensors, actuators and controllers deployed in communication with a network of nodes that allows a user to monitor, control and automate the use of water in that territorial area, reducing to almost zero user intervention in the process of monitoring and control to almost zero.

A detection system is provided for a distributed water infrastructure to determine a human health or lifestyle state from detected water usage patterns. The system receives signals indicative of water usage from at least one sensor upstream of a plurality of appliances, and determines from the signals a current water usage pattern. The system accesses a database of a plurality of stored water usage patterns, associated with a human health or lifestyle state, compares the pattern with stored water usage patterns and, based on the comparison, identifies a human health or lifestyle condition reflected by the current water usage pattern.

A water transportation system may include one or more water pumps and a water pipeline to transport water from a starting point located at a certain height on an obstacle to a lower destination on the other side of the obstacle. The pump can be located at the top of the obstacle to fill the pipeline with water after pumping for a predetermined of time before being turned off, and the water can still continuously flow to the destination by force of gravity acting on the water in the segment of the pipe that extends from the peak point to the destination point to enable water transportation over the obstacle by taking advantage of both the action of gravity on the water flowing downward in the pipe and of the vacuum that is created in order to cause the water to flow continuously from the starting point to the destination.

A method and a system control the water production for a water distribution network. The method includes collecting field sensor data from a water distribution network, using the received data to model the water distribution network and determining an optimal water flow, and generating the optimal water production plan for controlling the water production in the water distribution network based on received data including the sensor data and the historical data. The system includes a process and memory and processor executable instructions to carry out the above method.

A method and a system control the water production for a water distribution network. The method includes collecting field sensor data from a water distribution network, using the received data to model the water distribution network and determining an optimal water flow, and generating the optimal water production plan for controlling the water production in the water distribution network based on received data including the sensor data and the historical data. The system includes a process and memory and processor executable instructions to carry out the above method.

A system is provided for detecting abnormal consumption in a distributed water infrastructure. The system may comprise at least one processor. The system may receive from at least one sensor associated with the distributed water infrastructure indications of regular water usage, wherein the distributed water infrastructure includes a plurality of water appliances. The system may determine from the indications received over a time period, at least one recurring time period of expected diminished water usage. The system may determine for the at least one recurring time period of expected diminished water usage at least one expected diminished water usage profile. The system may receive from the at least one sensor during a current time period of expected diminished water usage, real time indications of water usage, which may constitute a current water usage profile. The system may compare the current water usage profile during the expected period of diminished water usage with the at least one expected diminished water usage profile. The system may, based on the comparison, determine that water usage in the current water usage profile materially exceeds water usage in the at least one expected water usage profile. The system may execute a remedial action when, based on the comparison, the current water usage profile materially exceeds the at least one expected water usage profile.

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 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.

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.

A control system (15) controls a water supply from at least two separate input lines (3i-k) into a sector (1) of a water supply network. The control system (15) is configured to receive input flow information indicative of the water input flow (q.sub.i-k) through each of the input lines (3i-k). The control system (15) is configured to receive input pressure information indicative of the input pressure (p.sub.i) in at least one (3i) of the input lines (3i-k). The control system (15) is configured to receive pressure information indicative of at least one pressure value (p.sub.cri,m,n) determined by a pressure sensor (7m,n) within the sector (1). The control system (15) is configured to control the input pressure (p.sub.i) by controlling at least a pressure regulating system (13i) at an input line (3i) based on the input flow information from all input lines (3i-k) and based on the sector pressure information.