A water storage and management system takes water from a water source, such as captured run-off, and through a piping system, directs a flow of the water into an aquifer for storage and future utilization. Using moisture detectors, the system ascertains the water content of different layers or zones of the aquifer and reports this information to a digital processor. The digital processor may utilize this information to issue instructions to one or more control valves to direct the flow of the water into portions of the aquifer which have additional storage capacity. The digital processor may also instruct a submersible pump to withdraw from the aquifer as desired. This system is utilized in a method of banking groundwater from a remove location. Such groundwater storage may result in receipt of groundwater recharge credits.

According to an embodiment, there is provided a method for mitigating seawater intrusion in the ground where an aquifer having a seawater-fresh water interface is formed, the method including: installing an injection well at a point on an inland area, spaced apart from the sea by a predetermined distance, to a predetermined injection depth (d), the injection well having a predetermined screen height; injecting seawater into the aquifer by a predetermined quantity of injection through the injection well; and forming an upper seawater area around the injection well by the injection of the seawater, wherein the upper seawater area is an area that is filled with seawater in an upper portion of the aquifer.

A water storage and management system takes water from a water source, such as captured run-off, and through a piping system, directs a flow of the water into an aquifer for storage and future utilization. Using moisture detectors, the system ascertains the water content of different layers or zones of the aquifer and reports this information to a digital processor. The digital processor may utilize this information to issue instructions to one or more control valves to direct the flow of the water into portions of the aquifer which have additional storage capacity. The digital processor may also instruct a submersible pump to withdraw from the aquifer as desired. This system is utilized in a method of banking groundwater from a remove location. Such groundwater storage may result in receipt of groundwater recharge credits.

A water level monitoring and reporting system coupled to a pumping system, using a well sensor mote coupled to a flow meter, wherein the mote sends uplinks, with data collected by the flow meter, via LoRaWAN to a gateway to a server and thence to a readable application interface.

A water level monitoring and reporting system coupled to a pumping system, using a well sensor mote coupled to a flow meter, wherein the mote sends uplinks, with data collected by the flow meter, via LoRaWAN to a gateway to a server and thence to a readable application interface.

A water level monitoring and reporting system coupled to a pumping system, using a well sensor mote coupled to a flow meter, wherein the mote sends uplinks, with data collected by the flow meter, via LoRaWAN to a gateway to a server and thence to a readable application interface.

A water level monitoring and reporting system coupled to a pumping system, using a well sensor mote coupled to a flow meter, wherein the mote sends uplinks, with data collected by the flow meter, via LoRaWAN to a gateway to a server and thence to a readable application interface.

A distributed utility system includes water source supply lines capable of being placed in fluid communication with a separate water source, water discharge lines capable of being placed in fluid communication with a separate water discharge destination, a water source and destination control manifold to allow selected water source supply lines to be placed in fluid communication with selected water discharge lines, and a storm water collection and distribution system. The storm water system includes a storm water collection conduit and a collected storm water discharge line in fluid communication with the storm water collection conduit, and the storm water discharge line can be placed in fluid communication with the plurality of water discharge lines via the control manifold.

The invention relates to a design method for an underground reservoir injection-pumping system. According to one embodiment, provided is a design method for an underground reservoir injection-pumping system, comprising a first optimization step of optimizing a first determination variable related to injection wells and pumping wells on the basis of hydrogeological data of an underground reservoir, and a second optimization step of optimizing a second determination variable related to a pump and water pipe network to be installed in the underground reservoir, on the basis of variable values of the first determination variable derived in the first optimization step, wherein the first determination variable includes the numbers and the position data of injection wells and pumping wells to be installed in the underground reservoir, and the second determination variable includes data related to a pipe diameter distribution of water pipes and a pump specification for each well.