The present disclosure relates to a system for improving fluid circulation in a raceway pond. The system comprises at least one mid-wall, which is obliquely disposed within the raceway pond. The mid-wall divides the raceway pond into at least two portions, such that the portions are connected to and in fluid communication with each other. The obliquely disposed mid-wall improves the fluid circulation in the raceway pond.

The Row Digger provides a tool that enables an operator of the Row Digger to remove dirt piles interfering with irrigation between crop field furrows and irrigation trenches. The Row Digger includes a frame capable of moving from a transportation position to an operation position. The Row Digger also includes a plurality of digger arms extending from a central hub and each terminating in a corresponding digging disc. The central hub is connected to the frame at a hub angle and is capable of rotation about a hub axis. Each digging disc is also connected to the corresponding digger arm at a disc angle. Each digging disc enters a crop furrow and utilizes the slopes of the ridges to create the rotation required about the hub axis and ensure a path of travel for the digging discs that removes the impeding dirt piles.

The Row Digger provides a tool that enables an operator of the Row Digger to remove dirt piles interfering with irrigation between crop field furrows and irrigation trenches. The Row Digger includes a frame capable of moving from a transportation position to an operation position. The Row Digger also includes a plurality of digger arms extending from a central hub and each terminating in a corresponding digging disc. The central hub is connected to the frame at a hub angle and is capable of rotation about a hub axis. Each digging disc is also connected to the corresponding digger arm at a disc angle. Each digging disc enters a crop furrow and utilizes the slopes of the ridges to create the rotation required about the hub axis and ensure a path of travel for the digging discs that removes the impeding dirt piles.

In a Regenerative Stormwater Conveyance (RSC) system, rather than increase base flow by putting a horizontal layer of clay and silts in the entire streambed, constructing vertical irrigation curtains with clay rich soil to interrupt the groundwater flow at certain intervals will increase surface water base flows and improve habitat and water quality while also improving the interactions between the hyporheic zones and the channel. Also, by initially providing a subsurface flow channel through which water can flow, for example, using a perforated pipe, and building an access road over that channel during construction, erosion in the RSC project area can be significantly reduced or eliminated.

A flexible modular trench includes an open-faced channel extending along a central axis between a pair of axial ends. The open-faced channel includes a pair of axially-extending shelves connected by a trench wall. The trench wall has a smooth inner surface and a corrugated outer surface. The corrugated outer surface has corrugations extending along a plane perpendicular to the central axis to allow for increased flexibility such that the flexible modular trench is bendable in a direction perpendicular to the central axis.

A flexible modular trench includes an open-faced channel extending along a central axis between a pair of axial ends. The open-faced channel includes a pair of axially-extending shelves connected by a trench wall. The trench wall has a smooth inner surface and a corrugated outer surface. The corrugated outer surface has corrugations extending along a plane perpendicular to the central axis to allow for increased flexibility such that the flexible modular trench is bendable in a direction perpendicular to the central axis.

A method of demand management and control of fluid pipe networks including providing a computer controlled fluid network for delivery of fluid through a plurality of valves, maintaining a real time database of predetermined parameters including flow schedules and valve capabilities, requesting a flow rate and time of delivery of said fluid to at least one of said plurality of valves, determining availability of providing delivery and flow rate of fluid to the at least one of said plurality of valves based on hydraulic capacity of the fluid network, and calculating parameters using the database to deliver fluid to the at least one of said plurality of valves, whereby each of the plurality of valves is monitored and adjustably controlled to provide the flow rate and delivery through the at least one of said plurality of valves and manage the pressure head within said fluid pipe network between predetermined limits.

A method of demand management and control of fluid pipe networks including providing a computer controlled fluid network for delivery of fluid through a plurality of valves, maintaining a real time database of predetermined parameters including flow schedules and valve capabilities, requesting a flow rate and time of delivery of said fluid to at least one of said plurality of valves, determining availability of providing delivery and flow rate of fluid to the at least one of said plurality of valves based on hydraulic capacity of the fluid network, and calculating parameters using the database to deliver fluid to the at least one of said plurality of valves, whereby each of the plurality of valves is monitored and adjustably controlled to provide the flow rate and delivery through the at least one of said plurality of valves and manage the pressure head within said fluid pipe network between predetermined limits.

A method and apparatus for stabilizing gas/liquid flow in a vertical conduit by utilizing one or more flow stabilizing devices positioned inside the conduit along a structural support tube. The flow stabilizing devices are configured and dimensioned to accelerate the velocity of the flowing two-phase fluid mixture in the conduit to sustain upward liquid flow.

A method and apparatus for stabilizing gas/liquid flow in a vertical conduit by utilizing one or more flow stabilizing devices positioned inside the conduit along a structural support tube. The flow stabilizing devices are configured and dimensioned to accelerate the velocity of the flowing two-phase fluid mixture in the conduit to sustain upward liquid flow.