Solids-liquid separator

Claim 2

A solids-liquid separator for use in a sewerage system also including an upstream combined sewer and a downstream sewage treatment plant for treating sewerage comprising: a basin having a side wall and a bottom; an inlet port in said side wall of said basin for introducing solids-liquid into the basin so as to cause a swirling flow of solids-liquid within said basin; foul discharge means for discharging solids settled from the liquid from the center portion of the bottom of said basin; means for preventing incoming sewerage from exceeding processing capacity of said plant including means for defining an outflow opening in said side wall between upper and lower edges thereof for discharging treated liquid outside said system, said outflow opening being disposed in said basin wall remote from and downstream of said inlet port with respect to the direction of flow of said swirling flow so that separation between said inlet port and said outflow opening measured circumferentially with respect to said swirling flow subtends at least 180° about the center of said basin; and overflow means for directing an overflow portion of the liquid with floatable solids to said plant including means for defining an overflow opening in said basin bottom at the center of said basin which opening is defined by an overflow edge higher than said upper edge of said outflow opening so that the surface of said swirling flow flows outwardly from the center of said basin.

Claim 3

A solids-liquid separator as in claim 1, wherein said foul discharge means comprises a foul discharge pipe provided in the bottom of said basin.

Claim 4

A solids-liquid separator as in claim 1, wherein said overflow means comprises a vertical pipe disposed in said basin, said pipe passing through said wall to the outside of said basin.

Claim 5

A solids-liquid separator as in claim 3, wherein the height of said vertical pipe is adjustable.

Claim 6

A solids-liquid separator as in claim 1, further including a guide plate disposed within the basin adjacent to said inlet port so as to control the direction of flow of said solids-liquid entering said basin.

Claim 7

A solids-liquid separator as in claim 1, wherein said preventing means further includes an outflow passage coupled with said outflow opening, said outflow passage including therein weir means for controlling the vertical height of the liquid in the basin.

Claim 8

A solids-liquid separator as in claim 6, wherein an upper edge of said weir means is higher than said upper edge of said outflow opening.

Claim 9

A solids-liquid separator as claimed in claim 6, wherein said weir means is adjustable to regulate the amount of liquid flowing over said weir.

Claim 10

A sewerage system for handling sewerage composed of solids and liquid, comprising: a combined sewer collection means for collecting run-off rain water and said sewerage to form solids-liquid; a sewage treatment plant located downstream of said combined sewer collection means; and a solids-liquid separator means, upstream of said plant and downstream of said collection means, for receiving solids-liquid therefrom, and for treating said solids-liquid, said separator means further comprising a basin having a side wall and a bottom, an inlet port in said side wall of said basin for introducing said solids-liquid from said collection means into the basin causing a swirling flow of said solids-liquid within said basin, foul discharge means for discharging to said plant settled solids from a center portion of the bottom of said basin, means for preventing sewerage entering said plant from exceeding processing capacity of said plant including means for defining an outflow opening in said side wall between upper and lower edges for removing treated liquid from said system, said outflow opening being disposed in said basin wall remote from and downstream of said inlet port with respect to the direction of flow of said swirling flow so that separation between said inlet port and said outflow opening measured circumferentially with respect to said swirling flow subtends at least 180° about the center of said basin, and overflow means for directing an overflow portion of said sewerage with floatable solids to said plant including means for defining an overflow opening in the center of said basin bottom which opening is defined by an overflow edge higher than said upper edge of said outflow opening so that the surface of said swirling flow flows outwardly from the center of said basin.

Claim 11

A sewerage system for handling sewerage composed of solids and liquid, comprising: a combined sewer collection means for collecting run-off rain water and said sewerage to form solids-liquid; a sewage treatment plant located downstream of said combined sewer collection means; and a solids-liquid separator means, upstream of said plant and downstream of said collection means, for receiving solids-liquid therefrom, and for treating said solids-liquid, said separator means further comprising a basin having a side wall and a bottom, an inlet port in said side wall of said basin for introducing said solids-liquid from said collection means into the basin causing a swirling flow of said solids-liquid within said basin, foul discharge means for discharging to said plant settled solids from a center portion of the bottom of said basin, means for preventing sewerage entering said plant from exceeding processing capacity of said plant including means for defining an outflow opening in said side wall between upper and lower edges for removing treated liquid from said system, said outflow opening being disposed in said basin wall remote from and downstream of said inlet port with respect to the direction of flow of said swirling flow so that separation between said inlet port and said outflow opening measured circumferentially with respect to said swirling flow subtends at least 180° about the center of said basin, and overflow means for directing an overflow portion of said sewerage with floatable solids to said plant including means for defining an overflow opening in the center of said basin bottom which opening is defined by an overflow edge higher than said upper edge of said outflow opening so that the surface of said swirling flow flows outwardly from the center of said basin.

Claim 12

A sewerage system as in claim 9, wherein said foul discharge means comprises a foul discharge pipe provided in the bottom of said basin.

Claim 13

A sewerage system as in claim 9, wherein said overflow means comprises a vertical pipe disposed in said basin, said pipe passing through said wall to the outside of said basin.

Claim 14

A sewerage system as in claim 11, wherein the height of said vertical pipe is adjustable.

Claim 15

A sewerage system as in claim 9, further including a guide plate disposed within the basin adjacent to said inlet port so as to control the direction of flow of said solids-liquid entering said basin.

Claim 16

A sewerage system as in claim 9, wherein said preventing means further includes an outflow passage coupled with said outflow opening, said outflow passage including therein weir means for controlling the vertical height of the liquid in the basin.

Claim 17

A sewerage system as in claim 14, wherein an upper edge of said weir means is higher than said upper edge of said outflow opening.

Claim 18

A sewerage system as claimed in claim 14, wherein said weir means is adjustable to regulate the amount of liquid flowing over said weir.