Abstract: A method of securing large rolls of compressible materials on flat transport cars, including (a) placing a first set of longitudinally spaced U-shaped brackets on the transport car, each of the U-shaped brackets consisting of a horizontal cross member between a pair of vertical legs of a height no greater than the roll diameter, (b) loading a plurality of the large rolls on the cross member to define a first row of the rolls, (c) strapping the first row of rolls together, (d) repeating steps (a) and (b) with additional sets of brackets to stack a selected number of additional rows of rolls above the first row, wherein the brackets of each set are aligned with the brackets associated with the rows therebeneath with the legs connected to so as to carry a significant portion of the weight of the rolls, and (e) strapping selected adjacent rows of rolls together.

Abstract: A method of securing large rolls of compressible materials on flat transport cars, including (a) placing a first set of longitudinally spaced U-shaped brackets on the transport car, each of the U-shaped brackets consisting of a horizontal cross member between a pair of vertical legs of a height no greater than the roll diameter, (b) loading a plurality of the large rolls on the cross member to define a first row of the rolls, (c) strapping the first row of rolls together, (d) repeating steps (a) and (b) with additional sets of brackets to stack a selected number of additional rows of rolls above the first row, wherein the brackets of each set are aligned with the brackets associated with the rows therebeneath with the legs connected to so as to carry a significant portion of the weight of the rolls, and (e) strapping selected adjacent rows of rolls together.

Abstract: A waste collection site having a fluid distribution structure, and the structure and related method, the structure including a geocomposite for placement on and between levels of collected waste and at least one pipe extending up from the geocomposite and adapted to receive the fluid from horizontally extending feeder headers. The permeable material includes a spacing layer between top and bottom layers, and a discharge manifold at the bottom of the pipe discharges the fluid between the top and bottom layers. The bottom layer has a flow rate FB of fluid therethrough and the top layer has a flow rate FT, where FB<FT, and the spacing layer maintains a space between the top and layers to permit flow of fluid therein to distribute the fluid.

Abstract: A waste collection site having a fluid distribution structure, and the structure and related method, the structure including a geocomposite for placement on and between levels of collected waste and at least one pipe extending up from the geocomposite and adapted to receive the fluid from horizontally extending feeder headers. The permeable material includes a spacing layer between top and bottom layers, and a discharge manifold at the bottom of the pipe discharges the fluid between the top and bottom layers. The bottom layer has a flow rate FB of fluid therethrough and the top layer has a flow rate FT, where FB<FT, and the spacing layer maintains a space between the top and layers to permit flow of fluid therein to distribute the fluid.