FRESH WATER CONTROL SYSTEM AND METHOD

Abstract: The method of controlling operation of a plurality of fixtures comprises the steps of establishing a maximum fluid flow rate and determining which of the fixtures requires operation. A determination is then made of the fluid flow rate of the fixture requiring operation and calculation is made of whether operation of the fixture requiring operation will cause the maximum flow rate to be exceeded. The fixture requiring operation is caused to operate if the maximum flow rate will not be exceeded and is prevented from operating if the maximum flow rate will be exceeded.

Description: Fresh water is an increasingly scarce and expensive natural resource necessary to sustain life. The availability of potable or fresh water frequently is the factor which limits growth of a locality, or even growth within a locality. Not only is the treatment of potable water for consumption expensive, but treatment of the resulting waste water is also of increasing expense on account of treatment and capital costs. Many modern large facilities, such as office buildings, hotels, stadia and the like, have a demand load for potable water which varies substantially from day to day, and even hour to hour. For example, the demand for potable water during an intermission at a stadium greatly exceeds the demand while the event is underway. Similarly, the demand for potable water on a given floor of a hotel or office building may greatly exceed the demand on other floors. The ability to expand an existing facility, such as a hospital, is frequently limited by the availability of potable water. Furthermore, the cost of expansion is also related to the water main size which must be provided, and most localities charge access fees of one type or another based upon the meter size required to supply the facility. Frequently, expansion may only occur if the existing water main is removed and replaced by a larger one. In some instances, such as in a hospital, it is not possible to totally deprive the facility of water, thereby prohibiting expansion if the existing water supply is not sufficient. Current design techniques utilize various factors and extrapolations for estimating the potable water demand of a given facility. Once the demand has been determined, then line size, meter size, main size and the like can be developed based upon this estimated demand. Unfortunately, such estimates are quite crude and do not take into account the wide swings in demand which occur. Furthermore, the resulting line size is generally based upon some percentage of the line size required for total estimated demand because it is accepted that total demand will only infrequently occur. The result of this is, however, that tremendous fluctuations in pressure and flow occur in response to demand, particularly as demand exeeds the percentage factor and approaches 100% demand. A further complicating factor in sizing water lines is due to the infrequent requirements of the fire and/or water department. For example, utilization of an hydrant will have a tremendous effect on pressure in the main, thereby requiring the water department to place more pumps on line in order to keep pressure constant, or else run the risk of the water main pressure dropping by too great an amount. Similarly, a broken water main in one location can have an effect on main pressure in another location. It is known a plumbing system (GB-A-2 048 466) which has a number of operating means comprising valve means which are controlled by sensor means and control means for establishing a fluid communication between a water supply and a water drain. All plumbing units such as, toilets and bath tubs have operating means and are allowed to operate upon the initiation of a request. When one of the operating means has started operation it is determined, whether sufficient water is available and, if not, supply lines to other operating means are cut off according to priorty system. For this method and plumbing system a constant flow of water cannot be guaranteed. Accordingly it is the primary object of the disclosed invention to provide a water distribution system and a method which permits water supply to be more precisely correlated with water demand in order to permit maximum utility of existing supplies to be achieved. A further object of the invention is to provide a system and method which permits the supply to be regulated aperiodically in response to external and internal factors affecting supply and/or demand. The method of controlling operation of a plurality of fixtures pursuant to the invention which solves the above mentioned object is defined in claim 1 and comprises the steps of establishing a maximum available water flow for the supply rate. A determination is then made which of the fixtures requires operation. The volume flow rate of the fixture requiring operation is determined. A calculation is then made of whether operation of the fixture requiring operation will cause the maximum flow rate to be exceeded. A plumbing system which solves the above mentioned object is defined in claim 22 and comprises a water supply and a waste water drain. A plurality of water operating means are interposed between a water supply and a water drain, each operating means including a valve means remotely controlled by sensor means for establishing fluid communication between the supply and the drain. According to the invention a plurality of sensor means are provided, each sensor means positioned proximate one of the operating means for determining when the associated operating means requires operation. A control means is operably associated with each of the sensor means and with the valve means and includes means for identifying the water operating means requiring operation. The control means includes first means for establishing a maximum water volume flow rate, calculating means for determining whether operation of the operating means requiring operation will cause the maximum flow rate to be exeeded, and second means for causing operation of the valve means of the operating means requiring operation if the maximum flow rate will not be exceeded, and for preventing operation if the maximum flow rate will be exeeded. The invention as defined in claims 1 and 22 discloses a method and a system which utilize a plurality of sensors and electromagnetically operated valves in order to precisely control water supply in response to demand. The system and method make maximum utility of the existing water supply in order to smooth out the pressure and flow fluctuations which occur as demand fluctuates. The system and method furthermore permit the supply to be adjusted in response to external and internal factors. These and other objects and advantages of the invention will be readily apparent in view of the following description and drawings of the above described invention. DESCRIPTION OF THE DRAWINGS The above and other objects and advantages and novel features of the present invention will become apparent from the following detailed description of the preferred embodiment of the invention illustrated in the accompanying drawings, wherein: FIGURE 1 is a plan view of a lavatory pursuant to the invention; FIGURE 2 is a fragmentary elevational view partially in schematic of a sink used in the lavatory of Figure 1, FIGURE 3 is a schematic view of a plurality of lavatories controlled pursuant to the invention; FIGURE 4 is a schematic view of the control system of the invention; FIGURE 5 is a logic diagram of the control system of Figures 3 and 4; and, FIGURE 6 is an elevational view, partially in section, of a building utilizing the invention. DESCRIPTION OF THE INVENTION Lavatory L, as best shown in Figure 1, has a plurality of toilets T, sinks S and urinals U. While four urinals U and four toilets T are disclosed, those skilled in the art will understand that the invention may be practiced with a greater or fewer number of each, dependent upon the facility involved. Similarly, while three sinks S are disclosed, a greater or fewer number may be utilized pursuant to the invention. Also, while I have disclosed use of the present invention with toilets, sinks and urinals, those skilled in the art will understand that the invention may be practiced with any or all of these, or with other water utilizing fixtures, such as showers, bathtubs, bidets and the like. Furthermore, it is not necessary pursuant to the invention for each of the water operating means to be located in proximity to the others, and it is merely required that there be a plurality of water operating means operable through a common fresh water supply. Each of the toilets T, sinks S and urinals U has a detector D positioned proximate thereto in order to determine when the particular toilet T, sink S or urinal U has been used or otherwise requires operation. I prefer that the detectors D be infrared detectors which are based upon generation and detection of a beam of electromagnetic radiation. Other detectors are usable with the invention, but I prefer infrared detectors because an invisible beam of light is utilized. Furthermore, infrared detectors may easily be adjusted with regard to sensitivity and point of detection. Sink S of Figure 2 is an exemplary disclosure of the utilization of the detector D in order to provide fresh water from a supply and waste water to a drain. Those skilled in the art will understand that the toilets T and urinals U have similar operating mechanisms analogous to those provided with sink S, and it is believed that no further discussion thereof is necessary. Sink S has a bowl 10 and a top 12 to which detector D is mounted. It can be noted in Figure 2 that detector D has an oval-shaped eye 14 which is not opaque to infrared radiation in order to permit the beam to be focused onto some point within the area of bowl 10 in order to determine when utilization of sink S is required. Naturally, sink S has a spout 16 and a drain 18. Fresh water supply lines 20 and 22 are connected with solenoid valves 24 and 26, respectively, and from there to faucet 16 through lines 28 and 30. Preferably, one of the fresh water lines 20 and 22 supplies cold water, while the other of the lines supplies hot water so that warm water issues from faucet 16 into bowl 10. Naturally, toilets T or urinals U would not require a hot water supply line, and would merely require a single solenoid for operation. Transformer 32 supplies operating power to the solenoid valves 24 and 26 through control unit 34. Conduits 36 and 38 extend between control unit 34 and solenoid valves 24 and 26, respectively, and house the wiring which permits the transformer 32 to supply operating power to the solenoids 24 and 26. The detector D is similarly operably connected to the control unit 34 through conduit 40 so that the need to operate faucet 16 can be signaled to control unit 34, and from there through line 42 to central controller 44. The controller 44, which includes a microprocessor or other similar programmable device, determines, as will be further explained, whether the faucet 16 can be operated and, if so, transmits an operating signal through line 46 to control unit 34. In this way, the faucet 16 can only operate when the controller 44 appropriately instructs the control unit 34, and thereby the solenoid valves 24 and 26. Figure 4 discloses a schematic diagram illustrating how the controller 44 determines whether the faucet 16, or any of the toilets T or urinals U may be operated. In this regard, the particular detector D, which is operably associated with the fixture, signals the controller 44 that there is a need for operation of that fixture. I prefer that the sinks S always be operable, except in emergency conditions, when the hands of a user are placed under the faucet 16. Operation of the toilets T and urinals U, on the other hand, should be delayed, at least until after usage thereof has been completed. This prevents excessive usage of water. Once the detector D of a particular fixture T, S or U senses a need for operation, then the controller 44 is notified. The controller 44 then determines whether any other fixture is operating and if none are, operation of the particular fixture is normally authorized. Should some other fixture be operating, or should there be insufficient water supply for operation, then the operation signal is stored in memory. The operation requests stored in memory are, preferably, sequentially arranged in the order in which the requests are transmitted by the detectors D. This assures that any fixture which operates while any other fixture is prevented from operating will not be capable of subsequent operation until such time as the fixture in memory is operated. In other words, the memory operates on a first in, first out principle which assures that the fixtures operate in the order in which the operation requests are received. Figure 5 illustrates a logical flow chart of the algorithm utilized by the controller 44 in determining whether a particular fixture T, S or U may operate when request is made. Naturally, the system is energized and a maximum flow rate for the potable water supply is input by the operator. The algorithm then determines whether any of the solenoid valves requires operation based upon the operation requests transmitted by the detectors D. Should no operation be requested, then the algorithm determines whether the maximum flow rate is being exceeded. If it is, then an alarm is sounded. I have found that the flow limit may be exceeded if a particular solenoid valve does not properly close and thereby stop water flow. This may occur because I utilize a timer for controlling operation of the solenoid valves once the operation signal is transmitted. Therefore, a particular solenoid valve may remain open and this will not be detected by the controller 44 because the controller 44 assumes that the particular solenoid closes when the timer runs out. Should there be a valve operation request, then the algorithm identifies the valve of interest and queries whether any other valves are operating. If none are operating, then the algorithm determines the water flow required to operate the particular fixture requesting operation and then determines whether sufficient capacity is available from the supply. If there is sufficient capacity, then the particular valve is caused to be operated. Should there not be sufficient capacity, then the operation request is stored so that the valve may be operated when sufficient capacity is available. Should some other valve be operating, then the algorithm determines the required water flow by adding the water flow of the valves which are operating to the water flow of the valve which is requesting operation. The algorithm compares the required water flow with the maximum water flow previously input and, if the maximum flow rate will not be exceeded by combined operation, then the particular valve is caused to operate. If, on the other hand, the required water flow would exceed the maximum flow rate, then the operation request is stored in memory. Even though valve operation requests are stored in memory, thereby indicating insufficient flow capacity in the supply, the algorithm still queries whether the maximum flow limit is being exceeded. If the maximum flow limitation is being exceeded, such as by a solenoid valve not properly closing, then an alarm is again sounded. The alarm may be audible or visual and will, preferably, be perceivable in some control room remotely located from the lavatory L wherein the controllers 34 are positioned. A technician can then proceed to the lavatory in order to determine the cause of the malfunction and take appropriate corrective action. Preferably, the flow rate is determined by some type of flow meter in line with the fresh water supply line. I have found that a sink requires approximately one gallon per minute of water in order to operate. A urinal, on the other hand, requires approximately three gallons per minute and a toilet approximately five gallons per minute. The varying flow requirements of the fixtures T, S and U require that the algorithm of Figure 5 first determine the type of fixture requiring operation in order to calculate required water flow . Merely determining the number of fixtures requiring operation would not be satisfactory, or could be so if flows were uniform. Figure 6 discloses office building 0 having floors 48, 50, 52, 54, 56 and 58. Each of the floors has a corresponding lavatory 60, 62, 64, 66, 68 and 70 and the lavatories are similar to the lavatory L of Figure 1. Fresh water main 72 has an hydrant 74 and a meter 76 in order to determine the water consumption of the office building 0. Naturally, the line 72 feeds each of the lavatories 60, 62, 64, 66, 68 and 70 through appropriate lines. Sewage line 78 leads from the office building 0 in order to communicate waste water from the lavatories 60, 62, 64, 66, 68 and 70 to an appropriate treatment facility. I have found that the lavatories of an office building may all be controlled through a central controller, rather than requiring a single controller for each particular lavatory. For this reason, as best shown in Figure 3, I arrange the urinals U, toilets T and, where appropriate, the sinks S into a plurality of groups or operating units, with each group being associated with a particular lavatory or floor. For example, groups 1 and 2 of Figure 3 represent the toilets T and urinals U, respectively, of a particular lavatory. Groups 3 and 4, on the other hand, represent the toilets T and urinals in, respectively, of some other lavatory, while groups 5 and 6 represent the toilets T and urinals U, respectively, of yet a further lavatory. It can be noted in Figure 3 that there is no requirement that the groups have the same number of toilets and/or urinals and, further, there is no need for there to be a common number of toilets and/or urinals or other fixture in a particular group. Likewise, the lavatories may be on various floors or on the same floor depending upon the particular building. It is not unusual for there to be a particular water demand in one part of a building which substantially differs from the demand in some other part, and the system of Figure 3 can accommodate these competiting demands in a manner which maximizes water utility for each and for main 72. It can be noted in Figure 3 that the sinks S have been omitted, although they would also be appropriately grouped. This is because I prefer that the sinks S always be capable of operation in view of the need to maintain sanitary, hygienic conditions. It is conventional for urinals to be periodically operated in conventional buildings, and operation of toilets can also be temporarily delayed. Sinks, however, should always be capable of operation except in cases of dire emergency. It can further be noted in Figure 3 that the central controller, which corresponds to the controller 44 of Figure 2, has an input from the fire department. Similarly, there is an input from the local water company. Other inputs may be utilized where appropriate and may communicate with controller 44 by radio, telephone line or the like. The water company and the fire department may advise the central controller of an unusual demand load on the water main 72, such as by the need to operate hydrant 74. The controller 44, when so advised, can thereby automatically decrease the maximum flow for any or all of the groups as a means for maintaining constant pressure and flow. This will assure satisfactory operation of the toilets T, sinks S and urinals U, while also permitting hydrant 74 to operate. As noted, the central controller 44 first establishes a maximum fresh water flow rate for each of the supply lines leading to the lavatories and/or groups under control. There is no requirement that the maximum flow rate for the lavatories or groups be uniform and, instead, it is preferred that the maximum flow rate for each particular lavatory or group be set based upon its own particular demand. Once the maximum water flow rate has been established, then the central controller 44 may then cause selective operation of any solenoid valve requiring operation based upon the available supply. Furthermore, the controller 44 can, when appropriate, prevent operation of the urinals U, toilets T or even sinks S if an emergency arises. Furthermore, the controller 44 may be programmed to delay operation of a fixture for a selected time, even if supply is available. Those skilled in the art will understand that utilization of the controller 44 to regulate the maximum flow permitted in any particular supply line is one means of assuring maximum utilization of the available fresh water supply. This capability can be utilized to permit a particular facility to expand even though the available water main is not capable of supplying all of the water which would be required for conventional plumbing operation. Instead, the controller 44 can be programmed to spread out the available water supply by appropriate regulation of the solenoid valves utilized to operate the various fixtures. For example, assuming that a particular water main has a capacity of 100 gallons per minute and the existing facility, based upon conventional estimating techniques, is utilizing 75 gallons a minute then the controller may be programmed to permit the addition of yet a further facility consuming, by conventional estimating techniques, 75 gallons per minute. The controller can regulate utilization of the available 100 gallons per minute in a manner which substantially equates to the prior estimate of 150 gallons per minute. This is possible because the controller 44 can prevent operation of certain of the fixtures for a relatively short period when demand exceeds supply. This delay would be almost imperceptible to the user. As noted, I prefer that certain of the fixtures, such as the sinks S, always be capable of operation except in certain extreme emergency conditions. In order to permit this to occur, then the water flow which would be required to operate each of the sinks S is subtracted from the maximum water flow rate input to the controller 44 by the operator. The calculating means of controller 44 essentially disregards any operation request from a detector D of a sink S and permits the associated valves of the sink S to be immediately operated. The controller 44 operates the toilets T and the urinals U based upon the modified maximum flow rate which is derived by subtraction of the flow rate required to operate the sinks S. Naturally, as noted, control over the sinks S may be appropriate in emergency conditions. Similarly, it may also be appropriate to assure operation of other fixtures, such as showers, bathtubs or the like.

Claims: Method of controlling operation of a plurality of fixtures (S, T, U) operably connected to a water supply (20, 22, 72) and with each fixture (S, T, U) utilizing a predetermined quantity of water during operation, comprising the steps of: a) establishing a maximum available volume flow rate for the supply (20, 22, 72); b) determining in advance, which of the fixtures (S, T, U) requires operation; c) determining the volume flow rate of that fixture (S, T, U); d) calculating whether operation of the fixture (S, T, U) requiring operation will cause the maximum flow rate to be exceeded; e) causing that fixture (S, T, U) to start with operation if the maximum flow rate will not be exceeded, and preventing the start of operation until the available volume flow rate of the water is sufficient if the maximum flow rate will be exceeded. Method of claim 1, including the step of: a) determining whether any other fixture (S, T, U) is operating prior to calculating whether operation of the fixture requiring operation will cause the maximum flow rate to be exceeded. Method of claim 2, including additionally the steps of: a) calculating the flow rate of the operating fixtures (S, T, U) and adding to that the flow rate of the fixture (S, T, U) requiring operation and thereby generating a required flow rate; b) comparing the required flow rate with the maximum flow rate; c) causing the fixture (S, T, U) requiring operation to start with operation if required flow rate is less than the maximum flow rate and preventing operation of the fixture (S, T, U) needing operation if the required flow rate exceeds the maximum flow rate. Method of anyone of claims 1 through 3, including the step of: a) determining the fixture (S, T, U) requiring operation with detector means (D) and a detector means (D) being operably associated with each of the fixtures (S, T, U). Method of claim 4, including the step of: a) determining the fixture (S, T, U) requiring operation with infrared sensor means (D) as detector means. Method of Claim 4, including the step of: a) determining the fixture (S, T, U) requiring operation with electromagnetic sensor means (D) as detector means. Method of claim 3 and anyone of claims 4 through 6 including the steps of: a) associating each fixture (S, T, U) with a remotely operable valve means (24, 26) for causing operation thereof; b) operably associating each valve means (24, 26) with a controller (44); c) operably associating the detector means (D) with the controller (44) for signaling the require to operate the associated valve means (24, 26). Method of anyone of claims 1 through 7, comprising additionally the steps of: a) providing a plumbing system having a water supply (20, 22, 72) as water supply and a waste water drain (18, 78). b) providing a plurality of urinals (4), toilets (T) and/or sinks (S) as fixtures having an inlet (28, 30) in water communication with the water supply (20, 22, 72) and an outlet in water communication with the waste water drain (18, 78). Method of anyone of claims 1 through 8, including the steps of: a) determining whether the water flow rate is being exceeded; and, b) operating an alarm if the maximum water flow rate is being exceeded. Method of anyone of claims 1 through 9, including the step of: a) preventing subsequent operation of any fixture which operates while the fixture requiring operation is prevented from operating. Method of anyone of claims 1 through 10, including the step of: a) establishing the maximum flow rate in response to a remotely located controller. Method of anyone of claims 1 through 11, including the step of: a) preventing operation of a fixture requiring operation for a preselected period. Method of anyone of claims 1 through 12, including the step of: a) establishing the maximum flow rate as a function of external demands of the water supply. Method of anyone of claims 1 through 13, including the step of: a) sequentially operating the fixtures requiring operation which are prevented from operating. Method of anyone of claims 1 through 14 a) providing a water system the fixtures (S, T, U) thereof are splited up in at least first, second and third fixtures (S, T, U) in operable association with a water supply (78) and a water drain, the first fixtures (S) requiring the capability of operation at all non-emergency times; b) deriving a modified flow rate by subtracting from the maximum flow rate the flow rate required in the event each of the first fixtures (S) are simultaneoulsy operated; d) determining which of the second and/or third fixtures (T; U) requires operation; e) calculating whether operation of the second and/or third fixtures (T, U) requiring operation will cause the modified flow rate to be exceeded; and, f) operating the second and/or third fixtures (T, U) requiring operation if the modified flow rate will not be exceeded and preventing operation of the second and/or third fixtures (T, U) requiring operation if the modified flow rate will be exceeded. Method of claim 15, including the step of: a) preventing subsequent operation of any one of the second and/or third fixtures (T, U) which operates prior to operation of the second and/or third fixtures (T, U) prevented from operating. Method of claim 15 or 16, including the step of: a) determining which of the second and/or third fixtures (T, U) requires operation through sensor means (D) there being a sensor means (D) proximate to and operably associated with each of the second and/or third means (T, U). Method of claim 17, including the steps of: a) providing each of the second and third fixtures (T, U) with at least one electromagnetic valve means interposed between the water supply (20, 22, 72) and the water drain (78); b) interconnecting each of the electromagnetic valve means with an associated one of the sensor means (D); and, c) operating the electromagnetic valve means in response to the associated sensor means (D). Method of anyone of claim 15 through 18, including the steps of: a) arranging the first, second and third fixtures (S, T, U) into a plurality of groups, with each group comprising at least one first, second and third fixtures (S, T, U); b) establishing a maximum flow rate for each group as a group modified flow rate; c) deriving the modified flow rate for each group by substracting from the maximum flow rate for each group the water flow required in the event each first fixture (s) of the group should be simultaneously operated; d) determining for each group which of the second and/or third fixtures (T, U) requires operation; e) calculating for each group whether operation of the second and/or third fixtures (T, U) requiring operation will cause the modified flow rate to be exceeded and f) Operating the second and/or third fixture (T, U) requiring operation if the modified flow rate will not be exceeded and preventing operation of the second and/or third fixture (T, U) requiring operation if the modified flow rate will be exceeded. Method of claim 19, including the step of: a) establishing a maximum flow rate for one of the groups which differs from the maximum flow rate for at least one other group. Method of claim 19 or 20, including the steps of: a) providing a sink (S) as the first fixture; b) providing a toilet (T) as the second fixture; c) providing a urinal (U) as the third fixture. Plumbing system with a water supply (20, 22, 72) and a water drain (78) interconnected by a plurality of water operating means (S, T, U) wherein each operating means (S, T, U) includes a valve means (24, 26) remotely controlled by sensor means (D) and control means (34, 44) for establishing fluid communication between said supply (20, 22, 72) and said drain (78) characterized by: a) a plurality of sensor means (D), each sensor means (D) proximate one of said water operating means (S, T, U) for determining when the associated operating means (S, T, U) requires operation; and, b) control means (34, 44) operably associated with each of said sensor means (D) and with said valve means (24, 26) and including means for identifying the water operating means (S, T, U) requiring operation, said control means (34, 44) further including first means for establishing a maximum available water volume flow rate, calculating means for determining whether operation of the water operating means (S, T, U) requiring operation will cause said maximum flow rate to be exceeded, and second means for causing operation of the valve means (24, 26) of the water operating means (S, T, U) requiring operation if said maximum flow rate will not be exceeded and for preventing operation of the water operating means (S, T, U) requiring operation if said maximum flow rate will be exceeded. System of claim 22, wherein: a) each of said sensor means (D) is a radiant energy detector. System of claim 23, wherein: a) each of said detectors (D) is an infrared sensor. System of anyone of claims 22 through 24, wherein: a) said control means (34, 44) includes means for preventing subsequent operation of any water operating means (S, T, U) which operates while the water operating means (S, T, U) requiring operation is prevented from operating. System of claim 22 through 25, wherein: a) said control means (34, 44) includes means for adjusting the maximum flow rate. System of anyone of claims 23 through 26, wherein: a) said control means (34, 44) includes means for selectively grouping said sensor means (D) into a plurality of operating units so that a maximum flow rate is established for each unit and said calculating means and said second means cause operation of a water operating means (S, T, U) in a unit in response to the maximum water flow rate for the associated unit. System of claim 23 through 27 , wherein said control means includes: a) means for subtracting from the maximum flow rate the water flow required if each of any of a selected one of the water operation means (S, T, U) is operated so that operation of anyone of the selected one of the water operating means (S, T, U) is assured. System of anyone of claims 22 through 28, wherein: a) said control means (34, 44) includes means operably associated with said supply (20, 22, 72) for determining whether the maximum flow rate is being exceeded and for providing an alarm in response thereto. System of anyone of claims 22 through 29, wherein said operating means includes: a) a plurality of first operating means (S) having a first predetermined water flow rate; b) a plurality of second operating means (T) having a second predetermined water flow rate; and, c) a plurality of third operating means (U) having a third predetermined flow rate. System of claim 30, wherein said control means includes: a) means for calculating the total water flow rate caused by operation of all of any selected one of said first, second and third operating means (S, T, U), and, b) means for subtracting the total water flow rate from the maximum water flow rate and for causing the modified maximum flow rate to be substituted for the maximum flow rate so that operation of anyone of the selected first, second and third operating means (S, T, U) is assured. System of claim 31, wherein: a) said control means (34, 44) includes means for selectively arranging said sensor means (D) into a plurality of groups and for establishing a maximum flow rate for each group so that operation of the means (S, T, U) of a group is dependent upon the maximum flow rate for the selected group. System of claim 31 or 32, wherein: a) said first operating means (S) includes a sink; b) said second operating means (U) includes a urinal; and, c) said third operating means (T) includes a toilet. System of anyone of claims 31 through 33, wherein: a) one of said first, second and third operating means (S, T, U) includes a shower. System of anyone of claim 32 through 34, wherein: a) said control means includes means for independently establishing the maximum flow rate for each group. System of anyone of claim 22 through 35, wherein: a) said control means (34, 44) includes means for delaying for a selected period the operation of said operating means (S, T, U).

Inventors: SHAW, DANIEL C.
Applicants: BAUER INDUSTRIES INC.
Application year: 1989
Main classification: E03B1
IPC codes: E03B1, E03C1, G05D7, F17D3, E03D5