SYSTEM AND METHOD FOR FLUID FLOW MEASUREMENT AND CONTROL

Abstract

System and method for controlling an irrigation system using feedback from flow meters installed in an irrigation system are described. The system and method allows for automatic detection of the number of flow meters and their relation to controls valves attached to an irrigation system and for precise and reliable fluid flow measurements. Typical water flows for the system are learned and then compared to current water flows to detect water leaks (i.e., high water flow), malfunctioning control valves and/or low water flow and subsequently trigger electronic alerts to the user when system malfunctions are detected.

Claims

1. A system, comprising: N control valves; Y flow meters coupled to the N control valves, wherein each of the N control valves is coupled to only one of the Y flow meters and Y is less than or equal to N; and a controller coupled to the N control valves and Y flow meters, the controller configured to activate each of the N control valves one at a time and to determine, for each of the activated N control valves, the one of the Y flow meters that detects a non-zero fluid flow to thereby identify the one of the Y flow meters that is coupled to each of the N control valves.

2. The system of claim 1, wherein Y=N with each of the N control valves coupled to a corresponding one of the Y flow meters.

3. The system of claim 2, wherein each of the N control valves includes an input and an output, and wherein for each of the N control valves the corresponding one of the Y flow meters is coupled to one of the input and the output.

4. The system of claim 1, wherein Y=1 and the system includes a single flow meter coupled to the N control valves.

5. The system of claim 1, wherein each of the N control valves is configured to provide fluid to a corresponding usage area or zone.

6. The system of claim 1, wherein the controller is further configured, for each of the N control valves, to: activate the control valve; sense a first plurality of fluid flow measurements from the one of the Y flow meters coupled to the activated control valve; and determine a reference typical fluid flow through the activated control valve based on the first plurality of fluid flow measurements.

7. The system of claim 6, wherein the controller is further configured, in determining the reference typical fluid flow, to calculate an average based on the first plurality of fluid flow measurements.

8. The system of claim 7, wherein the first plurality of fluid flow measurements include a minimum value and a maximum value, and wherein controller is further configured, in determining the reference fluid flow, to calculate a flow stability parameter based on the minimum value, maximum value, and the average based on the first plurality of fluid flow measurements, and to determine a value of the reference fluid flow only if the flow stability parameter is less than a threshold value.

9. The system of claim 7, wherein the controller is further configured, after the controller has determined the reference typical fluid flow for each of the N control valves, to: activate one of the N control valves; sense a second plurality of fluid flow measurements from the one of the Y flow meters coupled to the activated control valve; determine an average fluid flow through the activated control valve based on the second plurality of fluid flow measurements; compare the average fluid flow and the reference typical fluid flow for the activated control valve; and generate alerts based on the comparison of the average fluid flow and the reference typical fluid flow.

10. The system of claim 9, wherein the alerts include one more or more of text message or email alerts.

11. A system, comprising: N control valves; Y flow meters coupled to the N control valves, wherein each of the N control valves is coupled to only one of the Y flow meters and Y is less than or equal to N; and a controller coupled to the N control valves and Y flow meters, the controller configured to: activate each of the N control valves one at a time and to determine, for each of the activated N control valves, the one of the Y flow meters that detects a non-zero fluid flow to thereby identify the one of the Y flow meters that is coupled to each of the N control valves; after the one of the Y flow meters coupled to each of the N control valves has been identified, for each of the N control valves, activate the control valve and sense a first plurality of fluid flow measurements from the one of the Y flow meters coupled to the activated control valve, and determine a reference typical fluid flow through the activated control valve based on the first plurality of fluid flow measurements; and after the reference typical fluid flow for each of the N control valves has been determined, activate one at a time each of the N control valves and sense a second plurality of fluid flow measurements from the one of the Y flow meters coupled to the activated control valve, and determine an average fluid flow through the activated control valve based on the second plurality of fluid flow measurements, compare the average fluid flow and the reference typical fluid flow for the activated control valve, and generate alerts based on the comparison of the average fluid flow and the reference typical fluid flow.

12. The system of claim 11, wherein the first plurality of fluid flow measurements include a minimum value and a maximum value, and wherein controller is further configured, in determining the reference fluid flow, to calculate a flow stability parameter based on the minimum value, maximum value, and an average based on the first plurality of fluid flow measurements and to set a value of the reference typical fluid flow only if the flow stability parameter is less than a threshold value.

13. The system of claim 11, wherein Y=N with each of the N control valves coupled to a corresponding one of the Y flow meters.

14. The system of claim 13, wherein each of the N control valves includes an input and an output, and wherein for each of the N control valves the corresponding one of the Y flow meters is coupled to one of the input and the output.

15. The system of claim 11, wherein Y=1 and the system includes a single flow meter coupled to the N control valves.

16. A method, comprising: activating each of N control valves one at a time, each of the N control valves being coupled to only one of Y flow meters with Y being less than or equal to N; sensing a non-zero fluid flow in one of the Y flow meters; and detecting the one of the Y flow meters coupled to the activated one of the N control valves based on the one of the Y flow meters sensing the non-zero fluid flow.

17. The method of claim 16 further comprising: activating each of the N control valves one at a time; sensing a first plurality of fluid flow measurements from the identified one of the Y flow meters coupled to the activated one of the N control valves; and determining a reference typical fluid flow for the activated one of the N control valves based on the first plurality of fluid flow measurements.

18. The method of claim 17, wherein determining the reference typical fluid flow for the activated one of the N control valves further comprises: determining a minimum value among the first plurality of fluid flow measurements for the activated one of the N control valves; determining a maximum value among the first plurality of fluid flow measurements for the activated one of the N control valves; determining an average based on the first plurality of fluid flow measurements for the activated one of the N control valves; calculating a flow stability parameter based on the minimum value, maximum value, and the average based on the first plurality of fluid flow measurements for the activated one of the N control valves; and determining a value for the reference typical fluid flow for the activated one of the N control valves only if the flow stability parameter for the activated one of the N control valves is less than a threshold value.

19. The method of claim 18 further comprising, after determining the reference typical fluid flow for each of the N control valves, the operations of: activating one of the N control valves; sensing a second plurality of fluid flow measurements from the one of the Y flow meters coupled to the activated control valve; determining an average fluid flow through the activated control valve based on the second plurality of fluid flow measurements; and generating an alert based on a comparison of the average fluid flow and the reference typical fluid flow for the activated control valve.

20. The method of claim 16, wherein after detecting the one of the Y flow meters coupled to each of the N control valves, the method further comprises: detecting whether a respective one of the N control valves is deactivated; sensing, if the respective one of the N control valves is deactivated, a flow measurement from the corresponding one of the Y flow meters coupled to the respective one of the N control valves; and detecting a fault condition of the respective one of the N control valves in response to the flow measurement from the corresponding one of the Y flow meters being a non-zero flow measurement.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0011] FIG. 1 Diagram showing one flow meter installed at input to water manifold with six control valves.

[0012] FIG. 2 Diagram showing six flow meters and six control valves installed in a water manifold; one flow meter installed at the input of each control valve.

[0013] FIG. 3 Diagram showing six flow meters and six control valves installed in a water manifold; one flow meter installed at the output of each control valve.

[0014] FIG. 4 Flowchart for method used by controller to automatically determine relation of each flow meter to each control valve in an irrigation system.

[0015] FIG. 5 Table showing the corresponding relation between flow meters and controls valves which would be established by the method in FIG. 4 for the irrigation system shown in FIG. 1. An X in a table cell indicates a relationship has been established (i.e., flow >0) between a flow meter on x-axis and a control valve (i.e., zone) on the y-axis while an O indicates no relation exists between flow meter on x-axis and valve on y-axis.

[0016] FIG. 6 Table showing the corresponding relation between flow meters and control valves which would be established by the method in FIG. 4 for the irrigation system shown in FIGS. 2 and 3. An X in a table cell indicates a relationship has been established between a flow meter on x-axis and a control valve (i.e., zone) on the y-axis while an O indicates no relation exists between flow meter on x-axis and valve on y-axis.

[0017] FIG. 7 Flowchart showing a method for measuring water flow, determining stable water flow measurements, assigning typical flow as a reference water flow value, triggering electronic alerts and/or actions by the controller based on a comparison of typical flow and average water flow during scheduled watering operations.

DETAILED DESCRIPTION

[0018] Irrigation systems are comprised of at least one irrigation controller with at least one zone and only one control valve per zone. A zone defines the use area to be watered and the flow of water to that zone is controlled by the zone's corresponding control valve. Consequently, the terms zone and valve are synonymous since there is normally a one-to-one relation between zones and control valves. In addition, the irrigation system includes one or more flow meters. There can be no more than one flow meter associated with each valve but there can be more than one control valve associated with each flow meter. Control valves and flow meters are connected to the irrigation controller either by wires or wirelessly so that the control valves can be opened or closed and data from the flow meters can be received by the irrigation controller.

[0019] FIG. 1 shows the simplest embodiment of an irrigation system with one flow meter 100 installed at the main input to a water manifold with six control valves 101, 102, 103, 104, 105, 106 which correspond to six zones. Similarly, the system can be expanded to any number of control valves with one flow meter at the main input to the water manifold. Only one control valve can be activated at any one time by system design due to water pressure limitations of the irrigation system. In another embodiment, one or more water manifolds, such as the layout shown in FIG. 1, can be connected in parallel such that there is a flow meter at the input to each manifold. When any control valve is activated by the irrigation controller, the flow meters will provide feedback to the irrigation controller. By activating each valve either in turn or during normal watering operations, the irrigation controller will automatically learn which control valve is associated with which flow meter based on whether water flow is detected (i.e., flow >0). This is the preferred method for determining the relation between each control valve and its corresponding flow meter. Alternatively, the user could manually input the relation between each control valve and its corresponding flow meter.

[0020] FIG. 2 shows a preferred embodiment of the system in which one flow meter 107, 108, 109, 110, 111, 123 is located at the input of each control valve 113, 114, 115, 116, 117, 118. The system operates the same as the system described in FIG. 1 but the system in FIG. 2 has the advantage that any leaky control valve can be specifically identified. An equivalent approach to FIG. 2 has a one flow meter 125, 126, 127, 128, 129, 130 at the output of each control valve 131, 132, 133, 134, 135, 136 as shown in FIG. 3. In the case of FIG. 1 or similar system with more than one control valve per flow meter, the irrigation controller cannot specifically identify which of multiple valves connected to one flow meter is malfunctioning. Like the system in FIG. 1, the systems in FIGS. 2 and 3 can be expanded to any number of flow meters connected one-to-one to the same number of control valves. By activating each valve in turn, the irrigation controller will learn which control valve is associated with which flow meter. This is the preferred embodiment but other embodiments are possible by combining parts or aspects of the irrigation system layouts shown in FIGS. 1, 2 and 3.

[0021] A preferred method used by the controller for determining the relation between control valves and flow meters is shown in FIG. 4. For a system with N control valves 131, also referred to as stations, the system will have N zones with a maximum number of allowable flow meters also equal to N. Fewer than N flow meters are allowed depending on the specific system layout, as shown in FIGS. 1, 2 and 3, but only one flow meter can be associated with each zone (i.e., control valve). Furthermore only one control valve can be activated at a time. The controller activates each zone, X, in sequence 132, 133; however, before cycling to the next zone, the controller cycles through each possible flow meter, Y, 134 and checks if water flow is detected (i.e., water flow >0) 135. If water flow is detected for zone X and flow meter Y then a relation is confirmed between zone X and flow meter Y 136, 137 and the controller increments to the next zone, X+1, 143, 144. If water flow is not detected at zone X and flow meter Y then the flow meter count is incremented, Y+1, 139, 140 until either water flow is detected 134, 135 or Y is greater than N 141. If a relation between zone X and flow meter Y has been established or flow meter count Y is greater than N, the controller increments to the next zone, X+1, 144. Once the controller zone count, X, is greater than N 145, the method is completed and all possible relations between zones (i.e., control valves) and flow meters have been established.

[0022] FIGS. 5 and 6 show two examples of the zone to flow meter relations which the method described in FIG. 4 would establish for the irrigation system configurations shown in FIGS. 1 and 2, respectively. An X within a table cell indicates that flow has been detected and an O indicates that flow has not been detected. In FIG. 5, one flow meter has been assigned to zones 1 to 6 which corresponds to FIG. 1 in which there is one flow meter at the input to six control valves. In FIG. 6, flow meters have been assigned separately to each zone which corresponds to FIG. 2 or 3 in which there is one flow meter at the input or output, respectively, of each of the six control valves.

[0023] FIG. 7 shows a preferred method for measuring and calculating stable water flow, determining typical flow and triggering alerts when the irrigation system detects low or high water flow. Measurement of water flow during scheduled watering operations or whenever a valve is active is subject to fluctuations caused by many factors such as main water pressure, air trapped in the irrigation lines, partial drainage of the water lines after previous watering cycles, etc. In order to minimize the impact of these varying environmental conditions on water flow measurements, the controller uses multiple measurements to establish a precise, reliable and stable water flow value for each zone. The method described in FIG. 7 does this by continuously measuring water flow at preset time intervals and then calculates a moving average of N consecutive measurements. When the range divided by the average of the N consecutive water flow measurements is less than a certain preset threshold value then the method establishes that the water flow is relatively stable and the average water flow for the set time period is recorded by the controller as a valid (i.e., stable) water flow measurement.

[0024] When a valve is activated for the first time and the method in FIG. 7 establishes a stable water flow measurement, then this average water flow value is saved in memory by the controller as the typical flow for the active valve (i.e., zone). Ideally, this stable typical flow should be acquired when the irrigation system is working properly with no leaks or high water flow present since this becomes the reference flow for the active zone. If changes or repairs are made to the irrigation system, the user can reset flow learning for the zones so that new typical flow values will be learned and saved to memory. If the valve is deactivated before a stable water flow measurement can be established or due to some malfunction in the irrigation system then no water flow value is saved in memory and the method will repeat the next time the valve is activated until and when a stable measurement can be achieved for the active valve. Once a typical flow has been learned and saved in memory for a specific valve, then the same method descried in FIG. 7 is used to continuously calculate an average water flow value and check water flow stability while the valve is still active or anytime the valve is activated in the future. These new stable average water flow values for a specific zone are then compared to the typical flow for the same zone to determine if the irrigation system and more specifically whether the activated zone is operating properly or if low water flow, leaks or high water flow are occurring for any specific zone.

[0025] Referring more specifically to the method shown in FIG. 7, when a valve is activated 146, values for oldTime, newTime, oldVolume, newVolume and trendAvailable are read by the controller and initialized 147. If the valve is deactivated (i.e., closed) then the method ends 148; otherwise, new values for newTime and newVolume are read 150. If time greater than a preset duration, timeInterval, has passed between readings 151 then water flow is calculated 152 and stored in an array, flowTrend, of N elements where N has been preset as the total number of flow measurements in the array to check flow stability. The flowTrend array index n is then incremented 152. If time between measurement readings is not greater than the preset timeInterval 151, the sequence repeats and checks if the valve is still active 149. New values for volume and time are read 150 and the duration between readings is checked again 151 until the time interval between readings is greater than the preset timeInterval.

[0026] After a total of N measurements are completed 153 then the index, n, of the flowTrend array is set to 0 and trendAvailable is set to true 154. If N measurements have not been completed then trendAvailable is false 155 and the method will repeat the sequence starting with a check as to whether the valve is still active 149. In the case that trendAvailable is true 155 then the average water flow, aveFlow, is calculated and minimum water flow, minFlow, maximum water flow, maxFlow are determined for flowTrend array 156. These value are then used to check water flow measurement stability, flowStability, 156 which is the difference between maximum water flow and minimum water flow divided by the average water flow 156. If flowStability is not less than a preset threshold, thresholdValue, 157 then the method repeats 149 and takes an additional water flow measurement after first checking whether the valve is still active. The method will continue taking new measurements and calculating a moving average of N measurements until flowStability is less than the thresholdValue 157 or the valve is deactivated 149, 148.

[0027] If flowStability is less than a preset thresholdValue 157 then the next step is to check if learning has been completed, learnComplete, for the active zone 158. If learnComplete is false 158 then typical flow, typicalFlow, for the active zone is set equal to aveFlow, learnComplete is set to true 162 and the method continues the moving average by adding a new measurement and repeating the method starting from a check as to whether the valve is still active 149. The typicalFlow is only calculated one time for each valve and is used as the reference flow to determine if very high, high or low flow are occurring. Once learnComplete is set to true, typicalFlow will only be re-calculated for each zone if the user resets flow learning which sets learnComplete to false. This method of the user setting learnComplete to false is not shown in FIG. 7.

[0028] If learnComplete is true 158, then typicalFlow for the zone (valve) has been determined. In this case, anytime the valve is active, the method will calculate average flow for N measurements, check stability, and compare the current average water flow to typical flow for the specific zone if the average water flow is stable. Alerts are then triggered 163, 164, 165, if out-of-range flow is detected. The check for very high, high or low flow is done by comparing the current aveFlow against typicaFlow plus typicalFlow multiplied by very high, high or low limits which are set by the user 159, 160, 161 as percent values. If any conditions 159, 160, 161 are true then veryHghFlowAlert, highFlowAlert, or lowFlawAlert are set to true 163, 164, 165 depending on the specific condition which is met and an electronic alert, such as e-mail or SMS message, is sent to the user. In the case of veryHighFlow set to true 159, the valve is automatically deactivated 163 since this represents a major leak. After all alerts have been set to true or false, the method continues taking additional measurements after first checking if the valve is still active 149. In this way, the method continues the moving average and continuously checks if alerts need to be set as long as the valve continues to be active.

[0029] A preferred embodiment of the method described in FIG. 6 is to define N 152 as greater than or equal to 3, thresholdValue 157 as greater than or equal to 10%, the low limit 161 between 15% to 45%, the high limit 160 between +15% and +45% and the very high limit 159 to be greater than +45%. However, these limits can be adjusted to improve reliable detection of leaks or low flows depending on the normal operating condition for any specific irrigation system. In addition, whenever an irrigation system is physically modified, new reference typical flow values for each zone must be learned.

[0030] In addition to triggering electronic alerts, the typical flow and average water flow values for each zone can be used to project future water volume usage and track historical water volume and cost trends which allow the user to monitor and adjust watering schedules to conserve water as well as reduce cost. Future water usage is calculated using typical flow values and programmed valve runtimes for each zone. Historical water use trends are calculated for each zone using stable average water flow values and programmed valve runtimes whenever a valve is active.