A water diversion system for a job site in a streambed comprises a cofferdam in the streambed upstream of the job site, at least one, preferably two sections of substantially rigid pipe embedded in the cofferdam, a valve or plug in each pipe section to open or close water flow through the pipe, and at least one, preferably two flexible tubes connected to the downstream ends of the pipe sections, respectively. The flexible tubes are configured to lie on the natural streambed and traverse the job site, substantially without grading or otherwise disturbing the natural streambed. An optional positioning and pull straps can be installed on the flexible tubes to assist with moving the tubes and securing the tube in place under water flows. Water diversion paths around and through the job site can alternated or changed by flipping the valves and/or moving the flexible tubes.

A water diversion system for a job site in a streambed comprises a cofferdam in the streambed upstream of the job site, at least one, preferably two sections of substantially rigid pipe embedded in the cofferdam, a valve or plug in each pipe section to open or close water flow through the pipe, and at least one, preferably two flexible tubes connected to the downstream ends of the pipe sections, respectively. The flexible tubes are configured to lie on the natural streambed and traverse the job site, substantially without grading or otherwise disturbing the natural streambed. An optional positioning and pull straps can be installed on the flexible tubes to assist with moving the tubes and securing the tube in place under water flows. Water diversion paths around and through the job site can alternated or changed by flipping the valves and/or moving the flexible tubes.

A method for forming a geomembrane liner testable for leaks by securing adjacent panels together with the conductivity of the lower surface of an overlying panel broken along a line adjacent the panel overlapping edge, and the overlapping edges sealed along the line. A heat welder has slots for the overlapping panel edges, with a heated wedge between the slots and having a projection to break the conductivity of the overlying panel bottom surface as it passes the wedge. The slots merge to press the liner edges together to heat weld them along the line of broken conductivity as the welder is moved along the panel edges.

Aquatic curtain devices and methods for forming waterway channels and reducing waterway maintenance are disclosed. Each curtain device comprises an elongated float and an elongated flexible curtain depending from a first side of the elongated float. The curtain has a bottom end with a weight extending along the entire length of the elongated float. The float is configured to be sufficiently buoyant to support the curtain in an upward direction. Each curtain device is configured for the curtain to remain in a substantially taut state when in use and accommodate fluctuations in water levels, such that the elongated weight remains on the bottom of the waterway while the elongated float remains on the surface. Artificial channels are constructed by selecting the length of the elongated float to achieve the desired channel dimensions using two or more curtain devices positioned along a desired path in a waterway.

Aquatic curtain devices and methods for forming waterway channels and reducing waterway maintenance are disclosed. Each curtain device comprises an elongated float and an elongated flexible curtain depending from a first side of the elongated float. The curtain has a bottom end with a weight extending along the entire length of the elongated float. The float is configured to be sufficiently buoyant to support the curtain in an upward direction. Each curtain device is configured for the curtain to remain in a substantially taut state when in use and accommodate fluctuations in water levels, such that the elongated weight remains on the bottom of the waterway while the elongated float remains on the surface. Artificial channels are constructed by selecting the length of the elongated float to achieve the desired channel dimensions using two or more curtain devices positioned along a desired path in a waterway.

An approach to restoring and protecting a canal divider wall includes positioning a precast panel over the wall in the channel with an inner cavity of the precast panel; installing a titanium bolt through the precast panel and the wall in the channel; and pumping a polymer grout through a bore defined in the cap.

An approach to restoring and protecting a canal divider wall includes positioning a precast panel over the wall in the channel with an inner cavity of the precast panel; installing a titanium bolt through the precast panel and the wall in the channel; and pumping a polymer grout through a bore defined in the cap.

A method of installing a trench for containing a cryogenic spill, including the step of constructing multiple precast concrete sections at a first location, each section preferably having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section preferably has end portions that enable connection to another said concrete section. The method includes (at the first location) preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. The mold can have a cavity that is lined with a release material. At the first location, one or more of the panels can be adhered to the bottom wall and side walls of each concrete section preferably using an adhesive. After adhering of the panels to the concrete sections, the concrete sections can be transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that preferably join one end portion of a concrete section to and end portion of another concrete section. An epoxy grout is preferably field applied to the connections at the second location.

A method of installing a trench for containing a cryogenic spill, including the step of constructing multiple precast concrete sections at a first location, each section preferably having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section preferably has end portions that enable connection to another said concrete section. The method includes (at the first location) preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. The mold can have a cavity that is lined with a release material. At the first location, one or more of the panels can be adhered to the bottom wall and side walls of each concrete section preferably using an adhesive. After adhering of the panels to the concrete sections, the concrete sections can be transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that preferably join one end portion of a concrete section to and end portion of another concrete section. An epoxy grout is preferably field applied to the connections at the second location.

A ditch liner includes: a first corrugation having first and second angled sections, and a central section; and a second corrugation having first and second angled sections, and a central section. The first angled sections are adjacent to each other, the second angled sections are adjacent to each other, the central sections are adjacent to each other, a width of the first angled section of the first corrugation is different than a width of the first angled section of the second corrugation at a first location, a width of the second angled section of the first corrugation is different than a width of the second angled section of the second corrugation at a second location, and a width of the central section of the first corrugation is equal to a width of the central section of the second corrugation at a third location.