Abstract: An apparatus, system, and method for removing sediment from water is disclosed. According to one embodiment of the present invention, the apparatus includes a tubular filter assembly comprising a support member; and a filtratable element surrounding the support member, the filtratable element comprising a backing mesh; and a fibrous batting. A system for removing sediment from water is disclosed. According to one embodiment, the system includes a filter chamber to receive a liquid having suspended particles therein; at least one filtration cartridge housed within the filter chamber, wherein the filtration cartridge comprises at least one elongated filtratable element, each filtratable element comprising a support member, and a filtratable media adapted to surround the inner core. A method for removing sediment from water is disclosed.

Abstract: A system for removing sediment from water is disclosed. The exemplary embodiments described herein disclose a system comprising a filter chamber, having a deck positioned inside to divide it into an upper chamber and a lower chamber. The deck may have a plurality of holes to hold filtration elements and also may have a ridge or a skirt or both. An inlet line may be tangentially connected to the filter chamber and introduce influent liquid into the filter chamber below the deck and outside of the skirt.

Abstract: A buoyant material trap having a treatment tank with a base wall and a vertically-extending sidewall, a feed pipe to introduce fluid at a first location in the tank, and an exit pipe to remove at least a portion of the fluid from a second location in the tank. One or more wall structures form a circuitous passage between the first location and the second location. The wall structures are open at the top and substantially prevent fluid from passing below the passage, but allow buoyant material to rise above the passage. The walls may extend to the bottom of the tank to prevent fluid from passing beneath them, and may be removably installed in the tank to facilitate cleaning. An overflow chamber may be provided to receive buoyant material. The sidewall may have a spout and be adapted to empty the tank by tilting.

Abstract: An interceptor having a filter chamber, an inlet passage connected to the filter chamber at an inlet opening, and an outlet passage connected to the filter chamber at an outlet opening. The outlet opening is above the inlet opening and has a minimum outlet flow elevation at which fluid can pass therethrough. A filter may be in the filter chamber between the inlet and outlet openings such that fluid passing from the inlet opening to the outlet opening must pass through the filter. A bypass passage fluidly connects the inlet passage to the outlet passage. The bypass may have a minimum bypass flow elevation at which fluid can pass through the bypass passage, the minimum bypass flow elevation being higher than the minimum outlet flow elevation. The bypass may be adapted to allow flow therethrough only when a flow resistance between the inlet and the filter exceeds a threshold value.

Abstract: A buoyant material trap having a treatment tank with a base wall and a vertically-extending sidewall, a feed pipe to introduce fluid at a first location in the tank, and an exit pipe to remove at least a portion of the fluid from a second location in the tank. One or more wall structures form a circuitous passage between the first location and the second location. The wall structures are open at the top and substantially prevent fluid from passing below the passage, but allow buoyant material to rise above the passage. The walls may extend to the bottom of the tank to prevent fluid from passing beneath them, and may be removably installed in the tank to facilitate cleaning. An overflow chamber may be provided to receive buoyant material. The sidewall may have a spout and be adapted to empty the tank by tilting.

Abstract: A system for removing sediment from water is disclosed. The exemplary embodiments described herein disclose a system comprising a filter chamber, having a deck positioned inside to divide it into an upper chamber and a lower chamber. The deck may have a plurality of holes to hold filtration elements and also may have a ridge or a skirt or both. An inlet line may be tangentially connected to the filter chamber and introduce influent liquid into the filter chamber below the deck and outside of the skirt.

Abstract: An apparatus, system, and method for removing sediment from water is disclosed. According to one embodiment of the present invention, the apparatus includes a tubular filter assembly comprising a support member; and a filtratable element surrounding the support member, the filtratable element comprising a backing mesh; and a fibrous batting. A system for removing sediment from water is disclosed. According to one embodiment, the system includes a filter chamber to receive a liquid having suspended particles therein; at least one filtration cartridge housed within the filter chamber, wherein the filtration cartridge comprises at least one elongated filtratable element, each filtratable element comprising a support member, and a filtratable media adapted to surround the inner core. A method for removing sediment from water is disclosed.

Abstract: A system for removing pollutants from a liquid. The system has a tank with a bypass chamber, a treatment chamber, inlet and outlet ports. A dividing wall is located within the tank and defines the bypass chamber and the treatment chamber. The dividing wall has an inlet opening, one or more outlet openings, retaining rods forming a retention space at least partially below the inlet opening, and a vertically-extending weir between the inlet opening and the outlet opening(s). The inlet opening receives polluted liquid from the inlet port and the one or more outlet openings output a cleaned liquid to the outlet port. A float in the treatment chamber is adapted to float in a retention space formed by the retaining rods. The float is adapted to rise against the inlet opening when a fluid level in the treatment chamber reaches a predetermined level to substantially block the inlet opening.