Abstract: Exemplary embodiments include a device that may serve as a drink dispenser for beverage cans. The device may be shaped like a keg. The device may include a portion to contain, cool, and dispense the beverage cans and a portion to contain ice to provide cooling, as well as contain additional beverage containers. The device may include up to five tubes with each tube capable of containing up to four beverage containers in the form of cans. A dispensing mechanism may be located at the lower end of each tube to dispense the beverage cans form the device. The tube structure may provide for cooling of the beverage containers within each tube. The device may be portable and may have a cart that can be used for transportation of the device. The device may be detachable from the cart.

Abstract: A stream computing application may be configured to manage the flow of tuples through a section of an operator graph. A window may be generated over one or more stream operators. The window may include breakpoint thresholds that set the maximum flow of tuples within the window. The stream operators within the window may be monitored to determine the flow of tuples occurring within the window using tuple flow counts. The tuple flow counts may be compared to the breakpoint thresholds to determine whether a breakpoint condition has occurred. If a breakpoint condition has occurred, a tuple flow change may be implemented to reduce the flow of tuples within the window.

Abstract: A precast concrete retaining wall construction element for retaining a soil mass in a railway installation or the like includes an upstanding solid face panel having the shape of a hexahedron where a rectangular front wall and an integral stem. The front wall defines an area of between about 18.75 and 75 square feet and wherein the ratio of the width of the face panel to its height is between about 0.75 to about 3.0. A reinforced element including an upward extension, an improved shear key and stacked arrangement are also disclosed.

Abstract: A precast concrete retaining wall construction element for retaining a soil mass in a railway installation or the like includes an upstanding solid face panel having the shape of a hexahedron where a rectangular front wall and an integral stem. The front wall defines an area of between about 18.75 and 75 square feet and wherein the ratio of the width of the face panel to its height is between about 0.75 to about 3.0. A reinforced element including an upward extension, an improved shear key and stacked arrangement are also disclosed.

Abstract: A precast concrete retaining wall construction element for retaining a soil mass in a railway installation or the like includes an upstanding solid face panel having the shape of a hexahedron where a rectangular front wall and an integral stem. The front wall defines an area of between about 18.75 and 75 square feet and wherein the ratio of the width of the face panel to its height is between about 0.75 to about 3.0. A reinforced element including an upward extension, an improved shear key and stacked arrangement are also disclosed.

Abstract: A precast concrete retaining wall construction element for retaining a soil mass in a railway installation or the like includes an upstanding solid face panel having the shape of a hexahedron where a rectangular front wall and an integral stem. The front wall defines an area of between about 18.75 and 75 square feet and wherein the ratio of the width of the face panel to its height is between about 0.75 to about 3.0. A reinforced element including an upward extension, an improved shear key and stacked arrangement are also disclosed.

Abstract: A containment vault for storage tanks formed of substantially duplicate modules arranged in sets of four to encircle a received tank and provide an inwardly directed octagonal support rib assembly. The modules are clamped together to define each set and the sets in turn longitudinally aligned and clamped to define the length of the vault. The opposed ends of the vault are enclosed by bulkheads secured by the module clamping system.

Abstract: A retaining wall formed of rhombus-shaped panels which, when stacked, form continuous joint lines at approximately 30.degree. to the horizontal. The panels are internally reinforced and include centrally located, embedded, projecting connectors interlocked to earth embedded soil reinforcing mats selectively mounting resistance enhancing friction blocks. The panels are formed with truncated angles to define, upon assembly, permanent weep holes.

Abstract: An improved anchor wall includes a series of vertical caissons cast in place along a line defining the boundary of the wall. Soil is executed from one side of the line and anchor rods are used to attach the caissons to the remaining soil. Discrete panels are then stacked one upon the other and attached by a reinforced concrete rib to the vertical caissons.