摘要:
Rectangular switchgrass bales optimized for highway transport on semi-trailer trucks, produced by a process of compacting a switchgrass biomass material at between about 22 and about 32 psi into a rectangular switchgrass bale having a bale density of between 14.6 and 20.5 lb/ft3.
摘要:
Rectangular switchgrass bales optimized for highway transport on semi-trailer trucks, produced by a process of compacting a switchgrass biomass material at between about 22 and about 32 psi into a rectangular switchgrass bale having a bale density of between 14.6 and 20.5 lb/ft3.
摘要:
Cargo of rectangular bales 22 of switchgrass or miscanthus unchopped stalks having a cargo payload density of between 14.6 and 20.5 lb/ft3, loaded on a semitrailer truck 16, and preferably having an energy value of at least 240 million Btu.
摘要:
Process of baling a switchgrass biomass material at between about 22 and about 32 psi into a rectangular switchgrass bale having a bale density of between 14.6 and 20.5 lb/ft3. A 3×4×8 ft switchgrass bale so produced weighs between 1,402 and 1,968 pounds.
摘要翻译:将柳枝稷生物质材料在约22至约32psi之间打捆成具有14.6至20.5lb / ft 3之间的捆密度的矩形柳枝稷包的方法。 如此生产的3×4×8英尺柳枝稷捆重量在1,402和1,968磅之间。
摘要:
Process of baling a switchgrass biomass material at between about 22 and about 32 psi into a rectangular switchgrass bale having a bale density of between 14.6 and 20.5 lb/ft3. A 3×4×8 ft switchgrass bale so produced weighs between 1,402 and 1,968 pounds.
摘要翻译:将柳枝稷生物质材料在约22至约32psi之间打捆成具有14.6至20.5lb / ft 3之间的捆密度的矩形柳枝稷包的方法。 如此生产的3×4×8英尺柳枝稷捆重量在1,402和1,968磅之间。
摘要:
A woody biomass baler having a baling chamber adapted to receive woody biomass material and a compression system adapted to compact the material into a parallelepiped bale in the baling chamber, wherein the baling chamber has a front wall that acts as a reciprocating compression platen corresponding in dimensions to the width W and height H of the bale, opposing upper and lower walls corresponding in dimensions to the length L and either of the W and H of the bale, and opposing sidewalls corresponding in dimensions to the L and the other of the W and H of the bale, and wherein each chamber wall selected from among the upper wall, the lower wall, and each of the sidewalls can withstand a distributed force perpendicular to the selected chamber wall of between (0.11×Pp psi×Aw) pounds and (0.3×Pp psi×Aw) pounds, wherein 0.11 and 0.3 are Poisson's ratio values, Pp is the maximum pressure that the compression system can apply to woody biomass material in the chamber, and Aw is the area of the selected chamber wall expressed in square inches.