摘要:
A geomembrane liner for a containment system including liner panels and connected by a seam at overlapped edges, with the top panel having a conductive lower surface which is non-conductive across the seam. Heat welding of the seams is accomplished by a welder having a heating unit with a projection which interrupts the conductive lower surface of the top panel before forming the seam. Such seams may be used separately or selectively with a lined containment system having a plurality of liner panels covering at least a portion of the containment system bottom. The liner panels have a conductive lower surface and overlap with adjacent panels, and conductive members underlie adjacent panels and contact the conductive lower surface of both adjacent panels to provide an electrical connection between the conductive lower surfaces of the adjacent panels.
摘要:
Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m.
摘要:
Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m.
摘要:
An asymmetric corrugated ditch liner is disclosed that is formed with asymmetrical corrugations adapted to control fluid and materials flow through the liner. The asymmetric corrugated ditch liner also includes opposing angled opposing aprons that also having asymmetrical corrugations extending from opposing top edges of the ditch liner in a direction perpendicular to the longitudinal axis of the liner. Connectors are provided for assembling the asymmetric corrugated ditch liner in a ditch. Anchors also are included for assembling the asymmetric corrugated ditch liner in a ditch.
摘要:
The specification and drawing figures describe and show one or more improved ditch liners removably assembled into an improved ditch liner system. The improved ditch liner system includes a first liner section and a second liner section. Both liner sections are formed with a plurality of tightly peaked arc-and-ridge corrugations. Also included is a novel and unique overlap connection assembly for removably connecting one liner section to another liner section. In addition, various ways for sealing the overlap connection assembly are included. The interconnected system of improved ditch liner sections may be secured in a ditch by one or more removable rods. This abstract is provided to comply with rules requiring an abstract that will allow a searcher or other reader to quickly ascertain the subject matter of the technical disclosure, but this abstract is not to be used to interpret or limit the scope or meaning of any claim.
摘要:
This invention relates to a method of seepage control which comprises contacting a soil surface with a composition comprising anionic copolymers and a surfactant. This invention provides a method of seepage control for irrigation ditches, drainage ditches, farm ponds, feeder canals, golf course water features, park ponds and lakes, lagoons, and the like.
摘要:
Modular drainage components include a curb liner section, a culvert receiver, a secondary connector, a trapezoidal ditch liner section and a curved ditch liner section. A plurality of curb liner sections are inserted between a roadway and a strip of land to block overflow from the roadway. The culvert receiver is placed between a open ditch liner section and a culvert. The secondary connector provides a flow path for secondary flow to or from a primary flow. A plurality of trapezoidal ditch liner sections or a plurality of curved ditch liner sections may be placed end to end to form a radiused path of flow.
摘要:
A manhole channel liner includes a plurality of channel liner sections. The manhole channel liner routes the flow between at least two pipes that enter a wall of a manhole. Each channel liner section includes a flow channel formed in a top thereof. The plurality of channel liner sections are laid in the manhole to connect the flow from at least one inlet pipe extending through a wall of the manhole to at least one outlet pipe. The manhole channel liner is preferably held in place with a wet pour material, after thereof have been aligned. The plurality of channel liner sections may be retained in place with at least one alignment key.
摘要:
A method for forming caves on a construction, including steps of: preparing an envelope corresponding to the cave to be formed on the construction. Filling a fluid such as a gas or a liquid into the envelope to form a solid envelope; embedding the envelope in the construction to be grouted to define a grouting mold cavity. Deflating or draining the envelope of the fluid after a filling filled in the grouting mold cavity is hardened to achieve a construction with the caves.
摘要:
An irrigation canal includes a plastic liner mechanically connected to the canal by fasteners extending through tabs located between the liner and the canal so the fasteners do not extend through the membrane providing leak protection. Adjacent the side walls of the canal, the tabs have a free end above the fixed end so that the tab is easily accessible during installation. The plastic is reinforced with a fiber mesh and has a tear strength above 100 pounds force. In the case of a concrete lined canal, a pilot hole is drilled in the concrete and a fastener is driven through the tab into the pilot hole. In the case of an earthen canal, anchors are embedded in the earth along the length of the canal and longitudinally extending members are connected between the anchors. The plastic liner is mechanically connected to the longitudinally extending members.