A ClariCone-type clarifier is provided with a level sensor, a flow-condition detector, and a controller that work together for automatic control of a blow-down valve. The flow-condition detector detects a condition of the flow through the tank. The detector sends the input to the controller, which u
A ClariCone-type clarifier is provided with a level sensor, a flow-condition detector, and a controller that work together for automatic control of a blow-down valve. The flow-condition detector detects a condition of the flow through the tank. The detector sends the input to the controller, which uses the input to determine a desired blow-down level. The level sensor detects the height of slurry in the tank, and the controller opens the valve when the slurry level reaches the level determined by the controller. The valve can be set to close after a predetermined fixed period of time, by a timer, or when the level sensor detects that the slurry level has fallen to a predetermined or calculated blow-down termination level.
대표청구항▼
1. A liquid clarification tank comprising:a lower section with a liquid inlet;a flocculation/clarification section with an outwardly-sloping sidewall above the lower section;a liquid outlet near the top of the flocculation/clarification section;a slurry outlet below the top of the flocculation/clari
1. A liquid clarification tank comprising:a lower section with a liquid inlet;a flocculation/clarification section with an outwardly-sloping sidewall above the lower section;a liquid outlet near the top of the flocculation/clarification section;a slurry outlet below the top of the flocculation/clarification section;a valve on the slurry outlet that, when it is at least partially opened, drains slurry from the tank;a flow-condition detector;a level sensor capable of detecting a slurry level in the tank;a controller that is connected to the flow-condition detector, is programmed to determine a blow-down level based on input from the flow-condition detector, and opens the valve when the slurry level reaches the determined blow-down level;a calculator that is connected to the flow-condition detector and is programmed to determine a desired blow-down level based on input from the flow-condition detector; andan actuator that is connected to the valve and opens the valve when the slurry level reaches the desired blow-down level determined by the controller. 2. A liquid clarification tank as recited in claim 1, in which the valve is set to open for a fixed period of time. 3. A liquid clarification tank as recited in claim 1, and further comprising an adjustable drain timer. 4. A liquid clarification tank as recited in claim 1, in which the valve closes when the slurry level reaches a desired blow-down termination level. 5. A liquid clarification tank as recited in claim 1, in which the valve closes when the level sensor detects that the slurry level reaches a desired blow-down termination level. 6. A liquid clarification tank as recited in claim 1, in which:the controller is programmed to determine a desired blow-down termination level; andthe valve closes when the level sensor detects that the slurry level reaches the desired blow-down termination level. 7. A liquid clarification tank as recited in claim 1, in which the flow-condition detector is a flow rate sensor. 8. A liquid clarification tank as recited in claim 1, in which the flow-condition detector measures the quality of water in the tank. 9. A liquid clarification tank as recited in claim 1, in which the flow-condition detector measures the quality of water upstream of the tank. 10. A liquid clarification tank as recited in claim 1, in which the flow-condition detector measures the quality of water downstream of the tank. 11. A liquid clarification tank as recited in claim 1, in which:the tank comprises a second flow-condition sensor; andthe controller is programmed to determine the blow-down level based on input of a second flow-condition parameter from the second flow-condition sensor. 12. A liquid clarification tank as recited in claim 1, in which the blow-down level is determined using information about the configuration and dimensions of the clarification tank. 13. A liquid clarification tank as recited in claim 1, in which the slurry outlet comprises a slurry concentrator. 14. A liquid clarification tank as recited in claim 1, in which the slurry outlet is fixed in position. 15. A liquid clarification tank comprising:a lower section with a liquid inlet;a flocculation/clarification section with an outwardly-sloping sidewall above the lower section;a liquid outlet near the top of the flocculation/clarification section;a slurry outlet below the top of the flocculation/clarification section;a valve on the slurry outlet that, when it is at least partially opened, drains slurry from the tank;a flow-condition detector that measures the temperature of water in the tank;a level sensor capable of detecting a slurry level in the tank; anda controller that is connected to the flow-condition detector, is programmed to determine a blow-down level based on input from the flow-condition detector, and opens the valve when the slurry level reaches the determined blow-down level. 16. A liquid clarification tank comprising:a lower section with a liquid inlet;a flocculation/clarification section with an outwardly-sloping sidewall above the lower section;a liquid outlet near the top of the flocculation/clarification section;a slurry outlet below the top of the flocculationl/clarification section;a valve on the slurry outlet that, when it is at least partially opened, drains slurry from the tank;a flow-condition detector that measures the turbidity of water in the tank;a level sensor capable of detecting a slurry level in the tank; anda controller that is connected to the flow-condition detector, is programed to determine a blow-down level based on input from the flow-condition detector, and opens the valve when the slurry level reaches the determined blow-down level. 17. A liquid clarification tank comprising:a lower section with a liquid inlet;a flocculationl/clarification section with an outwardly-sloping sidewall above the lower section;a liquid outlet near the top of the flocculation/clarification section;a slurry outlet below the top of the flocculation/clarification section;a valve on the slurry outlet that, when it is at least partially opened, drains slurry from the tank;a flow-condition detector that measures the hardness of water in the tank;a level sensor capable of detecting a slurry level in the tank; anda controller that is connected to the flow-condition detector, is programmed to determine a blow-down level based on input from the flow-condition detector, and opens the valve when the slurry level reaches the determined blow-down level. 18. A method for controlling the level of slurry in liquid clarification tank that comprises a lower section, a liquid inlet, a flocculation/clarification section with an outwardly-sloping sidewall above the lower section, a liquid outlet near the top of the flocculation/clarification section, a slurry outlet below the top of the flocculation/clarification section, and a valve on the slurry outlet that, when it is at least partially opened, drains slurry from the tank, the method comprising the steps of:providing a flow-condition detector, a level sensor, a calculator that is connected to the flow-condition detector, and an actuator that is connected to the valve;detecting a slurry level in the tank with the level sensor;determining a desired blow-down level with the calculator, based on input from the flow-condition detector; andautomatically opening the valve with the actuator when the slurry level reaches the desired blow-down level. 19. A method as recited in claim 18, in which the blow-down level is determined using information about the configuration and dimensions of the clarification tank.
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이 특허에 인용된 특허 (7)
Fassbender, John J.; Ruehrwein, Donald Neil, Feed control system for liquid clarification tanks.
Maltby Frederick L. ; Wang Yang ; Nardelli Norman ; Kramer L. Jonathan, Method and apparatus for the sonic measurement of sludge and clarity conditions during the treatment of waste water.
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