Patent Application
20110094544
The present application relates generally to warewash machines of the commercial type and, more particularly, to a commercial warewash machine with water soiling level detection.
Modern commercial warewash equipment uses internally re-circulated water during the washing process and introduces clean hot water during the rinsing and sanitization processes. The soil level of the internally re-circulated water increases as dirty ware (e.g., dishes, cutlery, pots and pans) enters the machine over the course of an operational shift. If the soil concentration reaches a critical level, the likelihood of soil re-deposition on to the ware increases.
Currently, the operator is primarily responsible to identify the issue of soil re-deposition and take corrective actions. Typical corrective actions may include re-running ware, pausing the operation to partially drain the machine tank or tanks, and pausing the operation of the machine to clean the strainer/filters.
Ideally, the warewash machine would have the capability to monitor its own soil level and take corrective actions (within a range of soil levels) without the interaction of the operator and reduction in productivity.
A known approach to sense the level of soil in liquid using optical methods is the turbidity sensor. The use of turbidity sensors in residential dishwashers is commonplace and the technology is readily available. However, the migration of turbidity sensors to commercial warewash equipment has been slow due to challenges unique to their applications. For example, commercial warewash equipment operates with a much broader range of acceptable soil loads during the washing process. Existing turbidity sensors lack the dynamic range of operation for use in commercial warewash equipment. Additionally, existing turbidity control logic does not adequately optimize the performance of a commercial dishwasher due to the different nature of the machine cycles. Moreover, commercial warewash equipment operates with higher wash volumes and flow rates resulting in a significantly more turbulent environment in the wash tank(s). The placement of turbidity sensors in the prior art (e.g., in the tank or in line with wash water recirculation flow) does not allow for suitably accurate readings of soil level due to turbulence/bubbles, etc. in the wash water.
Accordingly, it would be desirable and advantageous to provide a soil sensing system that is more suited to the commercial warewash machine environment.
In one aspect, a warewash machine includes a tank for holding liquid to be sprayed on items in a spray chamber and a recirculation line for delivering liquid from the tank to nozzles for spraying. A sensor arrangement is provided for monitoring (e.g., detecting) condition of tank liquid, the sensor arrangement including an light emitter and a light receiver. A control is provided for energizing the light emitter and monitoring (e.g., evaluating via hardware and/or software) output of the light receiver, wherein the control is configured to vary the energization level of the light emitter during sensing to extend a useful range of measurement the sensor arrangement.
In another aspect, a warewash machine includes a tank for holding liquid to be sprayed on items in a spray chamber and a recirculation line for delivering liquid from the tank to nozzles for spraying. A sensor arrangement is provided for monitoring condition of tank liquid, the sensor arrangement including an light emitter and a light receiver. A control is provided for effecting energization of the light emitter and monitoring output of the light receiver. The sensor arrangement is located along a path that is one of a drain line of the tank or a line in parallel with the drain line, and the control is configured to implement a liquid monitoring operation after liquid travel along the path has stopped and a settling period has occurred.
Referring to
By way of example, spray zone 16 may be a pre-wash zone, zone 18 may be a main wash zone, zone 20 may be a hot post-wash zone (also known as a power rinse zone) and zone 22 may be a final rinse zone. Additional spray zones could be included, or a lesser number of spray zones implemented. As shown, the pre-wash zone 16 includes an associated water tank 26, pump 28 and line 30 forming a recirculation path in which liquid is delivered from the tank 26 to nozzles 32 (e.g., located in upper and lower laterally extending spray arms) for spraying, and the sprayed liquid collects in the tank 26 for recirculation. Wash zone 18 includes a similar tank 34, pump 36, line 38 and spray nozzles 40 forming a recirculation flow path. Likewise, post-wash zone 20 includes a similar tank 42, pump 44, line 46 and nozzles 48 forming a recirculation flow path. Tank 42 is shown with an associated heating element 50 for heating the tank water, and one or both of tanks 34 and 26 could include a heating element as well if desired.
The final rinse zone 22 includes an associated booster heater tank 52 that receives water from a fresh water input source 54 through a valve 56 or other feed structure (e.g., a pump). The booster tank 52 is connected to deliver water via line 58 to nozzles 60 in the final rinse zone 22, and includes a heating element 62 for heating the rinse water. The booster tank could include an associated delime system.
One or more of the tanks 26, 34 and 42 may have an associated fresh water feed line 70, 72, 74 and related valve 76, 78, 80 to control delivery of fresh water into the tank from a fresh water line 82 if desired.
The drying zone 24 includes a blower 84, which typically includes an associated heater, for blowing hot air onto the wares after final rinsing.
The final-rinse system may include an associated rinse aid supply 90 and pump 92 for delivering rinse aid to the booster 52, or alternatively to the outfeed line of the booster, in a metered manner. The main wash zone may include an associated detergent supply 96 and associated pump 98 for delivering detergent to the tank 34, or aleternatively directly into the line 38, in a metered manner. Other forms of detergent supply may be used, such as manual placement of a block/solid type detergent product. A controller 100 is provided for operating the various pumps, valves, conveyor and blower in accordance with one or more programmed cleaning sequences.
In order to address the limitations of the prior art as it applies to commercial warewash machines both the dynamic range of the turbidity sensor should be increased and the position of the sensor be arranged to accommodate the higher level of turbulence within commercial machines. In regard to sensor position, each of the tanks 26, 34, and 42 may include an associated drain system (not shown in
An alternative sensor arrangement could include multiple LED-phototransistor pairs arranged or spaced apart vertically from each other such that each pair is positioned for detection of soil level at a different height in the detection zone. For example, an implementation having three or more vertically spaced pairs could be beneficial in identifying floating and settling particles. Specifically, assume that the turbidity of a water sample is initially determined and that over time the turbidity indicated by the mid-height sensor pair is reflects that the water sample clears up. If the turbidity indicated by the LED-phototransistor pair below the mid-height pair increases, a conclusion can be drawn that particles are settling. The rate of settling may correspond to the size or density of such particles, enabling particle size to be used as a factor in machine control. Alternatively, if the turbidity indicated by the LED-phototransistor pair above the mid-height pair increases, a conclusion can be drawn that particles are floating.
Using the suggested sensor positioning, valve or pump cycles may be used to collect a sample of the tank water sample at predetermined intervals. By way of example, the machine controller 100 generates a tank water sample signal and a sample of the tank water is gravity fed by opening the valve 120 (or fed by a pump by operation of the pump) to the sensor assembly 108. A fresh tank sample may be obtained by momentarily opening the valve or cycling a pump. The water sample is now within the sensor assembly. A sample settling time may be applied prior to triggering the sensor components for monitoring. It is advantageous to allow the sample to settle for a short period of time to allow bubbles to escape and larger particles to settle or float. The light emitting element is energized and the output level of the light receiver monitored to determine turbidity of the water sample. An evaluation can be made by the controller 100 to determine whether any action is necessary based upon the determined turbidity or soiling level. These actions may repeated as often as desired and in sequences as determined appropriate for a given machine type.
Due to the range of soil encountered in a commercial warewash machine, a typical prior art sensor system would typically have adequate resolution at very low levels of concentration and reach saturation well before the highest acceptable levels of soil were reached for a commercial machine. If a single higher intensity turbidity sensor would be used, meaningful data would be lost at medium or low soil levels. In order to address this problem, varying the energization level of the light emitting element is employed.
In one embodiment, a stepped light intensity technique is used. In one implementation, the stepped light intensity is achieved by applying stepped energization levels for the light emitting element (e.g., applying stepped voltage levels). In an alternative implementation, the stepped light intensity is achieved by using multiple light emitting elements (e.g., LEDs) and energizing less of the elements at lower steps and more of the elements at higher steps. In this regard, a “light emitter” may be made up of a single light element or multiple light elements and, in the latter case, the energization of the light emitter may, in certain implementations, be varied by energizing different numbers of the light elements making up the light emitter. The following is a description of an exemplary application/operation. Other configurations may be utilized to produce similar results.
The light emitting element 114 illuminates. The light travels through the water sample to the light receiver 116. The more soiled the water, the less light transmitted to the light receiver 116. The light receiver 116 (e.g., a phototransistor) outputs a voltage proportional to the light received and, therefore, proportional to the water's soil level. As the soil level increases, the voltage increases. Alternatively, the electronics could be set up so that as the soil level increases, the voltage decreases. In either case, a proportional relationship is the result.
A low light emitter intensity accurately allows the sensing of low soil levels but does not allow the accurate sensing of high soil levels. At high soil levels, the low light emitter intensity causes the sensor to saturate (reaches maximum voltage level) making it impossible to determine the higher soil levels. Conversely, a high light emitter intensity accurately allows the sensing of high soil levels but does not allow the accurate sensing of low soil levels. At lower soil levels, the high light emitter intensity causes the sensor to reach minimum voltage level (near 0 volts) thereby not being able to determine the lower soil levels. The solution is a sensor arrangement that puts out different intensities of illumination, to accurately sense different soil levels.
In one implementation of the stepped approach, 3 illumination intensities, low, medium, and high are used. Through experimentation, this has been adequate to sense required soil levels, though some applications and soil levels may require a higher or lower number of intensities.
The controller 100 may be configured to select which intensity to use for the machine. Specifically, as each intensity level (low, medium, high) is illuminated, the voltage output level of the light receiver 116 is captured and stored. These voltage output levels are compared and the intensity level that results in the light receiver voltage level closest to midrange of the light receiver is chosen for use. By way of example, and assuming use of a light receiver with a midrange voltage output of two volts, once soiled water has been delivered into the sensor assembly and, if appropriate the settling time has passed, the controller 100 effects energization of the light emitter 114 at the low intensity, and the light receiver voltage output is 3.8 volts. The light emitter is next energized at the medium intensity and the light receiver voltage output is 3.5 volts. The light emitter is next energized at the high intensity and the light receiver voltage output is 1.9 volts. Since the high intensity level results in the light receiver voltage output level that is closest to 2 volts, the controller 100 selects the high intensity level energization for use in machine control. A high intensity lookup table (e.g., stored in memory of the controller 100) may then be used determine any machine action necessary for the 1.9 volt output level of the light receiver 116.
In the above example, if the low intensity energization level resulted in the light receiver output that was closest to 2 volts, the controller would use that energization level for machine control and refer to a low intensity lookup table to determine any machine action necessary. Likewise, if the medium intensity energization level resulted in the light receiver output that was closest to 2 volts, the controller would used that energization level for machine control and refer to a medium intensity lookup table to determine any machine action necessary. The look-up tables can be established in accordance with a calibration sequence for the sensor assembly, which could be implemented prior to mounting of the sensor assembly on the machine, or afterward. In the latter case, the calibration sequence could be incorporated into the program of the controller 100.
In this manner, machine control based upon water soiling level can be more effectively maintained for low, medium and high soiling levels.
In another embodiment, varying of the light emitter energization level may be achieved by use of a ramped energization of the light emitter. For example, a complete and continuous range of light intensities from a very low level that can just produce a weak signal at the light receiver through very clear wash water to a very high intensity that can easily penetrate very heavily soiled water may be implemented. A sensor arrangement that uses the described ramped light intensity may use a light emitter 114 (e.g., LED emitter) that is driven by a voltage ramp that causes light intensity levels of a range greater than needed for the expected range of turbidity to allow for ageing and buildup on the sample tube. The light receiver 116 receives the light that has been attenuated by the fluid in the sample tube 110 and produces a signal that is compared to a predetermined reference value or set threshold value (e.g. as determined by a calibration sequence). When the ramp driven light emitter 114 reaches an intensity that causes the light receiver output to equal the reference/threshold value, a comparison circuit switches and captures the analog value of the voltage ramp at that instant. The value of the voltage ramp at that time is proportional to the turbidity level of the fluid in the sample tube. The captured turbidity value is then filtered and can be an input to the machine logic control system (e.g., used to reference a look-up table to determine responsive machine actions to be taken). The repetition rate of the turbidity sampling process can be changed for various applications. If the desire is to quantify particles suspended in the liquid sample then a high sampling rate on the order of several hundred samples per second using the appropriate filtering may be used. If the interest is only in the average turbidity, a slower sampling rate on the order of several samples per minute with the corresponding filter would be used.
Ageing and loss of clarity of the sample tube 110 is likely to occur in most applications of the device and thus some compensation or correction scheme may be implemented for continued proper measurements to be taken. One such scheme would be to periodically allow known clean liquid to be measured by the device and note the turbidity value which will be greater than when the sample tube was new. This measured value represents the loss in light transmisitivity of the sample tube 110, and this value can be subtracted from any subsequent reading on turbid liquids until the next calibration cycle is performed and a new offset value is established.
The ramped implementation should be implemented such that the light intensity range is large enough to cover the full range of expected turbidity values and the possible loss of transmisitivity of the sample tube.
Both of the disclosed embodiments (i.e., stepped intensity and ramped intensity) will yield useful and valid data. The ramped approach will provide a step-less, non overlapping range of values and may require fewer components to manufacture. The stepped approach produces a range of values that may overlap and not be discrete, requiring more intelligence in the appliance control system to properly interpret the data and perform the appropriate action.
The stepped method may be advantageous if both average turbidity and particle data is desired. Using the stepped method, once the proper intensity step is chosen, the average turbidity level can be determined and then the light emitter intensity level could be maintained instead of switching to the next intensity in the sequence. During this extended time the variations in received signal from the light receiver 116 (e.g., due to particle settling) could be processed to provide useful information about the size and quantity of suspended particles in the liquid sample.
The stepped light intensity and ramp light intensity approaches allow for soil samples to undergo a number of complete cycle sweeps within a given time period. Useful information that characterizes the soil can be gathered during the sweeps, specifically: (1) light receiver voltage level output (i.e., V(t)—discrete voltage values at points in time indicate the turbidity level at that specific moment), useful for basic measurement and useful for setting action thresholds; (2) rate of change in light receiver voltage level output over time (i.e., dV/dt), which (i) can be calculated within a specific sample or from sample to sample, (ii) provides information related to the presence of particles in the solution (e.g., the greater the rate of change indicates the greater amount of particles that are settling, which information is useful because the presence of a significant amount of particles will increase the likelihood of soil re-deposition) and (iii) provides information related to the soil level trends; (3) variance in light receiver voltage level output (i.e., the variance of the light receiver voltage values within a given period of time (applies to stepped approach), which (i) can be calculated over a given light emitter intensity and/or from sample to sample and (ii) provides information related to the presence of particles in the solution.
Referring now to
Machine actions based on determined turbidity/soil level will generally be determined by the type and configuration of warewash machine with the goal of reducing the potential for soil re-deposition. The basic types of machines can be divided into two categories, the conveyor-type (e.g., per
In the case of the box-type machine, variables that can be controlled based on the soil level in the sump tank 148 include, by way of example: (1) frequency and duration of wash (e.g., by controlling the duration of operation of pump 150), (2) drop down duration (i.e., the dwell time between the spraying of detergent laden wash liquid and the subsequent spraying of clean rinse liquid; e.g., by controlling when the booster water is delivered following cessation of pump 150 operation), (3) frequency and duration of draining of the sump tank 148 (e.g, via control of valve 110), (4) rinse duration and/or rinse water volume (e.g., by controlling how long valve 166 is maintained open), (5) rinse aid dosing (e.g., by controlling operation of pump 172), (6) detergent dosing (e.g., by controlling operation of pump 160), (7) steam cycle (if available), (8) drying duration (e.g., by controlling operation of a blower and/or heating element used during drying), (9) interruption of the wash with a partial drain followed by refill and continuation of the wash and (10) implementation of a partial or full drain after wash and repetition of the wash cycle before rinse.
Referring to
In the case of the conveyor-type machine variables that can be controlled based on the soil level in the monitored tank or tanks include, by way of example: (1) dilution of pre-wash (e.g., by controlling valve 76), (2) dilution of main wash (e.g., by controlling valve 78), (3) dilution of post wash (e.g., by controlling valve 80), (4) conveyor speed (e.g., by controlling a motor associated with the conveyor 12), (5) drain valves or drain pumps associated with the tanks, (6) final rinse flow rate (e.g., by controlling valve 56 or a pump associated with the rinse line), (7) wash flow rate (e.g., by controlling operation of pump 36), (8) frequency and duration of tank drains, (9) rinse aid dosing (e.g., by controlling operation of pump 92) and (10) detergent dosing (e.g., by controlling operation of pump 98.
On occasion, it may be desirable to check the integrity of the soil sensor assembly 108. A method is to inject clean water into the sensor may be provided and the sensor arrangement operated. If the light receiver voltage levels are not within a set tolerance and/or if the soil sensor assembly operation stops, an error message is given (e.g., via the controller 100 to energize a visual or audible annunciator). An error offset may allow for continued operation.
Although the invention has been described and illustrated in detail it is to be clearly understood that the same is intended by way of illustration and example only and is not intended to be taken by way of limitation. It is recognized that numerous other variations exist, including both narrowing and broadening variations of the appended claims.
