Process Aeration Balance Controller in Wastewater Treatment
20200299162 ยท 2020-09-24
Inventors
Cpc classification
C02F2209/005
CHEMISTRY; METALLURGY
Y02W10/10
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
International classification
Abstract
An aeration balance controller in a wastewater treatment process allows for precise control of aeration medium in situations where the oxygen concentration must be controlled in more than one aeration zone or compartment, with reduced instrumentation. The system also has application controlling aeration media where the aeration of one or more zones may interfere with the stable control of aeration in another zone. This is accomplished by the use of two control schemes: one which determines the overall aeration effort required, and one or more controllers which adjust the balance between zones to equalize the process error from setpoint from zone to zone.
Claims
1. An aeration control system for a wastewater treatment tank or basin having a plurality of zones each requiring aeration at a preselected dissolved oxygen (DO) level, and wherein a change in DO level in one zone can affect DO level in a downstream zone, comprising: an air supply, and an air duct through which aeration air is supplied for all of the plurality of zones, a downstream header receiving aeration air from the air duct for supply to each of the plurality of zones, a DO sensor at each zone, producing a wastewater DO level signal, a comparitor connected to the DO sensor of each zone, for comparing DO level of each zone to a set point DO level for the zone, to produce an error signal for each zone, each error signal being a positive value, a negative value or zero, a controller receiving error signals of the zones and for adjusting aeration via a flow valve in one or more of the zones to move DO of the zones toward balance of the plurality of the zones to essentially equal errors from set point DO in the respective zones, and averaging means for computing an average of the DO error signals for the plurality of zones at a given time, to produce an average zone DO error signal for the plurality of zones, and an overall air flow controller receiving the average DO error signal and for increasing or decreasing total air flow to all zones, i.e. to the downstream header serving the plurality of zones, whereby the system allows for precise control of aeration in multiple zones, by balancing aeration deviations from set point in a plurality of zones, and separately by adjusting total flow delivered from the air supply based on total aeration requirements of all zones as determined from average deviation of all zones from their respective DO set points.
2. The aeration control system of claim 1, the plurality of zones comprising two zones and the controller having means for calculating a difference between the error signals of the two zones, then adjusting aeration in at least one of the two zones to essentially equalize error from set point in the two zones.
3. The aeration control system of claim 1, wherein the wastewater treatment tank or basin is an oxidation ditch.
4. A method for controlling aeration air flow in a wastewater treatment system having a plurality of zones with sludge requiring aeration at preselected dissolved oxygen (DO) levels and wherein a change in DO level in one zone can affect DO level in a downstream zone, comprising: monitoring dissolved oxygen within the sludge of each of the plurality of zones, and comparing DO at each zone to a set point desired DO level for the zone, to calculate a positive or negative deviation from set point at each zone, calculating an increase or decrease in aeration needed for one or more of the zones to equalize deviations from set point of all zones, increasing or decreasing aeration at the one or more zones to substantially equalize deviations such that all zones are in balance by essentially equal deviations even if not on set point, averaging the deviations from set point of the plurality of zones, and increasing or decreasing total air flow to the plurality of zones as needed to reduce the average deviation essentially to zero, bringing the DO of each zone essentially to set point.
5. An aeration control system for a wastewater treatment tank or basin having a plurality of zones each requiring aeration at a preselected dissolved oxygen (DO) level, comprising: a low speed surface aerator in each zone, a DO sensor at each zone, producing a wastewater DO level signal, a comparitor connected to the DO sensor of each zone, for comparing DO level of each zone to a set point DO level for the zone, to produce an error signal for each zone, each error signal being a positive value, a negative value or zero, a controller receiving error signals of the zones and for adjusting aeration via a speed control on each low speed surface aerator to move DO of the zones toward balance of the plurality of the zones to essentially equal errors from set point DO in the respective zones, and averaging means for computing an average of the DO error signals for the plurality of zones at a given time, to produce an average zone DO error signal for the plurality of zones, and an overall aeration controller receiving the average DO error signal and for increasing or decreasing total aeration flow to all zones, by proportionally increasing or decreasing speed of the surface aerators in all zones, whereby the system allows for precise control of aeration in multiple zones that can have effect on one another, by substantially equalizing aeration zones from set point in a plurality of zones, and in addition by adjusting the overall level of aeration in all zones as determined from average error of all zones from their respective DO set points.
6. The aeration control system of claim 5, the plurality of zones comprising two zones and the controller having means for calculating a difference between the error signals of the two zones, then adjusting aeration in at least one of the two zones to essentially equalize error from set point in the two zones.
7. The aeration control system of claim 5, wherein the wastewater treatment tank or basin is an oxidation ditch.
Description
DESCRIPTION OF THE DRAWINGS
[0012]
[0013]
[0014]
[0015]
[0016]
[0017]
DESCRIPTION OF PREFERRED EMBODIMENTS
[0018] Components
[0019] The functions (components of the controller) are numbered on
[0026] The functions of the differential controller and of the error average controller can be simultaneous. With this system the DO setpoint for each zone is not chased, which could result in back and forth imbalances. Instead the zones are balanced as to the deviation of each from its setpoint, and at the same time, the deviations of the two zones are combined to get a net overall aeration deviation, and overall system air flow is adjusted accordingly.
[0027]
[0028] Note that the average of all zone errors, indicated at 19, is in a signal to an average controller 20 just as in the controller 6 in
[0029] In
[0030] After the balancing of errors within each bank and between the two banks, all of the zones would typically have either positive or negative error (although it could be zero). This is adjusted by the overall air flow control, as discussed above and as shown in
[0031]
[0032] The average controller functions in a manner identical to all other embodiments described above. The controller takes the average error of all zones as at 30. If the average error is negative, the controller increases the overall aeration of the system by increasing air flow, as at 31 and 32. If the average error is positive, the controller decreases total aeration
[0033] The zone controllers (1 through 4) are responsible for adjusting the air distribution among zones so that the four exhibit essentially equal errors. Each controller functions independently, receiving a respective error signal as shown at 33, but shares a common setpoint with all other controllers. This setpoint is the average of the errors of all zones, which comes from the averaging indicated at 30. Zones which have an error that is more negative than the average will open their flows to increase aeration. Zones which have an error that is more positive than the average error will close their valves to force more air flow to other zones. This can be very accurate, in that a PID control, for example, includes a feedback loop with DO as input.
[0034] Under other embodiments, the function generators ensure that one or more valves on the distribution network are completely open. An air flow distribution network having all valves partially closed creates extra pressure loss which is wasted energy. To this end, in this embodiment, a most open valve controller ensures that one of the valves is always open. This logic is known to the industry, and a common element in wastewater aeration installations. In this application, the controller determines which of two or more zones is the most negative compared to the average error. This zone has its valve fixed at 100%. Should another zone valve open to 100% with an error that is more negative than the fixed valve, it will become the new fixed valve.
[0035] Invention Features
[0036] The invention disclosed has the following features or characteristics: [0037] 1. An individual setpoint for each individual zone or compartment. [0038] 2. Only one flow sensing instrument at the start of the common header is required for operation. [0039] 3. A flow control device is provided to control overall flow to the header. This could be a flow control valve at the start of a sub header in a multi-train installation, or even the compressor itself if only one train exists. [0040] 4. Since zones are controlled in relation to each other the effect of disturbances on downstream cells is kept to a minimum. [0041] 5. In a system with multiple trains, the number of elements interacting with the main header is reduced, increasing header stability.
[0042] Theory of operation
[0043]
[0049] To explain how the balance controller functions, several possible scenarios of system states will illustrate the operation.
[0050] In one example, one zone is high by a certain amount, and the other zone is low by about the same amount. In this instance since the average error of the two zones is almost zero, the average controller will make little to no change in the flow requested from the flow controller at the beginning of the header, i.e. little or no change to overall aeration flow. The system will begin opening the valve on the low zone. If the valve was already open fully, it will begin closing the valve on the high zone in order to direct more flow to the low zone. This change will not affect overall flow because the flow control FC-100 keeps flow constant.
[0051] In a situation where one zone is almost on setpoint, and the other zone is high, both controllers will act simultaneously. Since the average is above zero, the controller will reduce the flow requested from the flow controller, FC-101. As the overall flow is being reduced, the differential controller will begin opening the valve on the zone that is on setpoint unless it is already fully open, in which case it will begin closing the valve on the high zone.
[0052] In the two scenarios above, the controller function is viewed at a given moment of time. However, in real practice the controller balancing the two zones is tuned to respond much more quickly than the flow controller. This results in a situation where both zones usually have roughly the same amount of error. When this is the case, only the average controller changes the flow setpoint to bring both zones to their setpoints.
[0053] Other applications
[0054] This balance controller could also be used in an orbital oxidation ditch with two low speed surface aerators. A DO probe would be located in the channel downstream of each aerator. The function generator instead of controlling valves would be used to increase/decrease the speed of each aerator in order to balance the DO error in each channel. The average controller would then bias the speed of both aerators up or down based on the average error of each probe. This arrangement provides an advantage over other methods of aerator speed control known to the industry. It is usually desired to have the DO in one of the channels high and the other low. This permits both nitrification and denitrification to be accomplished in the oxidation ditch. Using a separate DO controller for each aerator is problematic, as the output from one loop affects the other loop. This usually results in both aerators chasing each other with one slowing all the way down to minimum and the other speeding up to maximum speed. Then the aerator at maximum speed begins slowing down and the two eventually swap who is at minimum speed and who is at maximum speed. This induced oscillation is detrimental to DO control. All this is true with aeration flow valves as well, as in the scenarios discussed above.
[0055] With the balance controller, the action of both low speed aerators is coordinated, preventing this coupling effect from causing oscillations.
[0056] The invention applies to treatment zones other than those in an oxidation ditch. Any multiple-zone aeration situation, where DO is to be controlled for each respective zone, can benefit from the control system of the invention.
[0057] The above described preferred embodiments are intended to illustrate the principles of the invention, but not to limit its scope. Other embodiments and variations to these preferred embodiments will be apparent to those skilled in the art and may be made without departing from the spirit and scope of the invention as defined in the following claims.