AU2014250705B2 - Pressure sewer control system and method - Google Patents

Abstract

Embodiments relate generally to a pump control system for a pressure sewer installation. The system comprises a controller arranged to control supply of power to a pump of the pressure sewer installation. The controller is arranged to receive an output signal from a sensor in a fluid reservoir of the pressure sewer installation, the output signal being indicative of a measured fluid level in the fluid reservoir. A memory is accessible to the controller and is arranged to store operation information pertaining to operation of the pressure sewer installation. A wireless transceiver is in communication with the controller to allow the controller to communicate with a remote server over a communications network. tC~a) 0, Ua) 4 U)00 T- < cCi c 0 a

Description

2014250705 17 Oct 2014 2 "Pressure sewer control system and method"

This application is a divisional application of Australian Patent Application No 2012318281, the entire contents of which are incorporated herein by reference. 5

Technical Field

Described embodiments generally relate to pressure sewer systems and the monitoring and control of such systems for components, such as pumps, in such systems. Some embodiments specifically relate to pump control systems for pressure sewer 10 installations, while other embodiments relate to systems for monitoring a network of pressure sewer installations including such pump control systems. Further embodiments relate to pressure sewer installations or kits therefor that include the pump control systems. 15 Background

Pressure sewer systems involve the use of a fluid reservoir, such as a tank, buried in the ground to receive sewerage from a dwelling or building. Such pressure sewer systems rely on a pump within the fluid reservoir to pump fluid out of the reservoir and into a reticulated sewer system comprising fluid conduits to transport the sewerage to a 20 suitable processing station. Such pressure sewer systems are generally installed in locations where gravity cannot be adequately relied on as the impetus for transporting the waste fluid within the sewer network.

The pressure sewer systems rely on proper functioning of the pump in combination 25 with a float switch to avoid the fluid reservoir becoming too full and overflowing. Where the pump does not operate properly to evacuate the waste fluid from the fluid reservoir, this can lead to an undesirable overflow and/or leakage of sewerage from the fluid reservoir. This overflow can be a very unpleasant experience for the inhabitants of the dwelling and such inhabitants will commonly contact the organisation 30 responsible for maintenance of the sewer system in order to rectify the problem. In such situations, because the organisation responsible for maintenance of the sewerage system leams about the malfunction from the complainants, there can be a delay before appropriate personnel can be dispatched to address the problem and before an appropriate solution is implemented. Not only do such situations result in significant 2014250705 29 Sep 2016 3 dissatisfaction on the part of the inhabitants that the pressure sewer system is intended to serve, the leakage of the system presents possible public health and safety issues and reflects badly on the organisation responsible for the system’s maintenance and proper function. 5

It is desired to address or ameliorate one or more shortcomings of prior pressure sewer systems, or to at least provide a useful alternative thereto.

Throughout this specification the word "comprise", or variations such as "comprises" or 10 "comprising", will be understood to imply the inclusion of a stated element, integer or step, or group of elements, integers or steps, but not the exclusion of any other element, integer or step, or group of elements, integers or steps.

Any discussion of documents, acts, materials, devices, articles or the like which has 15 been included in the present specification is not to be taken as an admission that any or all of these matters form part of the prior art base or were common general knowledge in the field relevant to the present disclosure as it existed before the priority date of each claim of this application. 20 Summary

Some embodiments relate to a pressure sewer network monitoring and control system, comprising: a server in communication with at least one pump control system provided at a respective at least one pressure sewer installation comprising at least one fluid reservoir, wherein the server is configured to monitor operation of the pressure sewer 25 installation based on messages received from the pump control system and to remotely control operation of the pump control system by transmission of one or more commands from the server to the at least one pump control system, wherein at least one of the commands is configured to cause a controller of the at least one pump control system to store a changed fluid level threshold in a memory of the controller. 30

The server may be in communication with at least one wireless transceiver of the at least one pump control system. In some embodiments, the system may further comprise a computerised user interface in communication with the server to allow remote user control of the pump control system. 35 2014250705 29 Sep 2016 4

In some embodiments, the server may be configured to determine an alarm condition based on the messages received from the at least one pump control system and to automatically transmit one or more alarm messages to one or more user recipients, the one or more alarm messages including an indication of the alarm condition. 5

The messages may comprise information indicative of a sensed condition of a pump associated with the at least one pump control system and/or information indicative of a measured fluid level in the fluid reservoir of the respective pressure sewer installation 10 The server may be configured to transmit a command to the at least one pump control system to cause a controller of the at least one pump control system to store at least one fluid level threshold in a memory of the controller. For example, the at least one fluid level threshold may be associated with a period of time. In some embodiments, the server may be configured to transmit a command to the at least one pump control 15 system to cause a controller of the at least one pump control system to store a changed fluid level threshold in a memory of the controller.

In some embodiments, the server may be configured to store historical operational data for each pressure sewer installation in a data store. For example, the server may be 20 configured to process the messages and historical operational data associated with the at least one pressure sewer installation according to rules stored in the data store to determine whether pre-defined events of interest may be occurring. In some embodiments, the server may be configured to process the messages received from the at least one pump control systems to perform trend analysis and/or to pre-emptively 25 diagnose problems with one or more pressure sewer installations.

In some embodiments, the server may be configured to determine a presence of a leak at a pressure sewer installation in response to determining from messages received from the at least one pump control system of the respective pressure sewer installation 30 that a rate of change of fluid level in the at least one fluid reservoir exceeds a leakage threshold value.

In some embodiments, the one or more commands may comprise instructions to set operational parameter values for at least one of fluid level thresholds, alarm levels, 35 sensor sampling levels and reporting intervals. For example, the one or more commands may comprise instructions to inhibit at least one of operations of a pump of 2014250705 29 Sep 2016 5 the at least one pump control system and pump control functions of a controller of the at least one pump control system.

In some embodiments, the server may be configured to transmit the one or more 5 commands to one or more pump control systems to cause the pump control systems to cease normal autonomous operation for a period of time in response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations. In some embodiments, the server may be configured to transmit one or more commands to one or more pump control systems to cause the pump control 10 systems to operate under a relatively higher level set-point in response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations.

The server may be configured to determine commands for a pump control system of a 15 respective pressure sewer installation in a region based on messages received from at least one other pump control system of a respective pressure sewer installations provided in the region to optimise usage of sewage network infrastructure within the region. 20 The server may be configured to calculate real time waste fluid volumes based on the messages received from the at least one pump control system to determine data for engineering, planning and/or design purposes. In some embodiments, the server may be configured to process messages received from a plurality of pump control systems of respective pressure sewer installations within a region to calculate real time waste fluid 25 flows in sewage network infrastructure within the region and to manage peak flows in the sewage network infrastructure by determining the commands for the pump control systems of the respective pressure sewer installations within the region based on the real time calculated waste fluid flows. The server may be configured to transmit the commands to the pump control systems of the respective pressure sewer installations 30 within the region to control a distribution of the waste fluid flows over time.

Some embodiments relate to a method of monitoring and controlling operation of a pressure sewer network, the method operable in a server in communication with at least one pump control system provided at a respective at least one pressure sewer 35 installation, the method comprising: receiving messages from the at least one pump control system over a communications network; determining one or more commands to 2014250705 29 Sep 2016 6 remotely control operation of the at least one pump control system based on the messages received; and transmitting the one or more commands to the at least one pump control system over the communications network, wherein transmitting one or more commands comprises transmitting one or more commands to the at least one 5 pump control system to cause a controller of the at least one pump control system to store a changed fluid level threshold in a memory of the controller.

The server may be in communication with a wireless transceiver of the at least one pump control system, and the communications network may comprise a wireless 10 communications network.

In some embodiments, transmitting one or more commands may comprise transmitting one or more commands to the at least one pump control system to cause a controller of the at least one pump control system to store at least one fluid level threshold in a 15 memory of the controller, wherein each fluid level threshold is associated with a time period. In some embodiments, transmitting one or more commands may comprise transmitting one or more commands to the at least one pump control system to cause a controller of the at least one pump control system to store a changed fluid level threshold in a memory of the controller. 20

The method may further comprise processing the messages and historical operational data associated with the respective at least one pressure sewer installation according to rules stored in the data store to determine whether pre-defined events of interest may be occurring. In some embodiments, the method may further comprise processing the 25 messages received from the pump control systems to perform trend analysis and/or preemptively diagnose problems with one or more pressure sewer installations.

The method may further comprise determining a presence of a leak at a pressure sewer installation in response to determining from messages received from the at least one 30 pump control system of the respective at least one pressure sewer installation that a rate of change of fluid level in the at least one fluid reservoir exceeds a leakage threshold value.

In some embodiments, transmitting one or more commands may comprise transmitting 35 one or more commands to one or more pump control systems to cause the pump control systems to cease normal autonomous operation for a period of time in response to the 2014250705 29 Sep 2016 6a server determining that a flood situation may be occurring at the one or more pressure sewer installations. In some embodiments, transmitting one or more commands may comprise transmitting one or more commands to one or more pump control systems to cause the pump control systems to operate at a relatively higher start level set-point in 2014250705 17 Oct 2014 7 response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations. In some embodiments, transmitting one or more commands may comprise transmitting one or more commands to one or more pump control systems to cause the pump control systems to operate at a relatively higher start 5 level set-point for a specified period of time.

The method may further comprise transmitting commands to one or more pump control systems to cause the pump control systems to operate to pump fluid out of the fluid reservoirs once the specified period of time has elapsed. 10

In some embodiments, the method may further comprise processing messages received from a plurality of pump control systems of pressure sewer installations within a region to calculate real time waste fluid flows in sewage network infrastructure within the region and determining the commands for the pump control systems of the pressure 15 sewer installations within the region based on the real time calculated waste fluid flows to manage peak flows in the sewage network infrastructure.

Some embodiments relate to a pump control system for a pressure sewer installation, the system comprising: 20 a controller arranged to control supply of power to a pump of the pressure sewer installation, wherein the controller is arranged to receive an output signal from a sensor in a fluid reservoir of the pressure sewer installation, the output signal being indicative of a measured fluid level in the fluid reservoir; a memory accessible to the controller and arranged to store operation 25 information pertaining to operation of the pressure sewer installation; and a wireless transceiver in communication with the controller to allow the controller to communicate with a remote server over a communications network.

The controller may be configured to control and monitor operation of the pressure 30 sewer installation and to send stored operation information to the remote server. The operation information may include measured fluid level information.

The controller may be configured to compare the fluid level to a fluid level threshold stored in the memory of the controller and to cause the pump to operate to pump fluid 35 out of the fluid reservoir when the fluid level is greater than or equal to the fluid level threshold. 2014250705 17 Oct 2014 8

The controller may be responsive to a command received from the remote server to store a changed fluid level threshold in the memory. 5 The wireless transceiver may be configured to communicate with the remote server using a mobile telephony standard protocol. The controller may be configured to be controllable remotely by commands received from the remote server.

The system may further comprise one or more additional devices and one or more 10 additional wireless or wired transceivers or receivers in communication with the controller, to allow the controller to communicate with or receive information from the one or more additional devices.

The one or more additional devices may be flow meters or other instruments for the 15 monitoring of a sewerage or water supply network.

The system may be mains powered and may comprise a backup power supply to power the controller and the wireless transceiver in the absence of adequate mains power. 20 The controller may be further configured to receive a float switch output signal from a float switch in the fluid reservoir indicative of a high fluid level, the controller being configured to operate the pump in response to the fluid switch output signal.

Some embodiments relate to a pressure sewer network monitoring system, comprising: 25 a plurality of the described pump control systems; and the remote server in communication with the wireless transceiver of each of the pump control systems; wherein the remote server is configured to monitor operation of each pressure sewer installation based on messages received from each pump control system and to 30 affect operation of each pump control system by transmission of one or more commands from the remote server to each pump control system.

The system may further comprise a computerised user interface in communication with the remote server to allow remote user control of each pump control system. 35 2014250705 17 Oct 2014 9

The system remote server may be configured to determine an alarm condition based on the messages received and to automatically transmit one or more alarm messages to one or more user recipients, the one or more alarm messages including an indication of the alarm condition. 5

Some embodiments relate to a pressure sewer installation, comprising the described pump control system and further comprising the pump, the sensor and the fluid reservoir. 10 Some embodiments relate to a kit for a pressure sewer installation, the kit comprising the described pump control system and further comprising the pump, the sensor and the fluid reservoir.

Brief description of the drawings 15 Embodiments are described in further detail below, by way of example, with reference to the accompanying drawings, in which:

Figure 1 is a schematic representation of a pressure sewer installation having a pump control system according to some embodiments; 20

Figure 2 is a schematic diagram of the pump control system;

Figure 3 is an electrical circuit schematic diagram of the pump control system; 25 Figure 4 is a schematic diagram of a pressure sewer network monitoring system according to some embodiments;

Figure 5 is an example user interface display generated by interface components of the pressure sewer network monitoring system; 30

Figure 6 is an example plot of fluid level in a fluid reservoir of one pressure sewer installation over time.

Figure 7 is a further example user interface display generated by interface components 35 of the pressure sewer network monitoring system; 2014250705 17 Oct 2014 10

Figure 8 is a further example user interface display generated by interface components of the pressure sewer network monitoring system; and

Figures 9A and 9B are example reports of measured fluid levels in multiple 5 installations in different zones.

Detailed description

Described embodiments generally relate to pressure sewer systems and the monitoring 10 and control of such systems or components, such as pumps, in such systems. Some embodiments specifically relate to pump control systems for pressure sewer installations, while other embodiments relate to systems for monitoring a network of pressure sewer installations containing described pump control systems. Further embodiments relate to pressure sewer installations or kits therefor that include the 15 pump control systems.

Referring in particular to Figures 1, 2 and 3, there is shown a pressure sewer installation 100 comprising a pump control system 110 operating in cooperation with a buried sewerage tank 120. The pump control system 110 constitutes the above-ground 20 part of installation 100 while the sewerage tank 120 constitutes the in-ground part. The sewerage tank 120 has a fluid reservoir 122 that is arranged to receive waste water from a domicile or other building 102 via an inlet conduit 126. The fluid reservoir 122 houses a pump 124 therein, with the pump 124 being arranged to pump fluid out of the reservoir 122 via a fluid outlet conduit 128 into a reticulated sewerage network of fluid 25 conduits.

The in-ground components of installation 100 also include a level sensor 112 and a float switch 212. The level sensor 112 may be a pressure transducer, for example, and is in electrical communication with the pump control system 110 via suitable means, 30 such as an electrical cable. The pump 124 operates under the control of pump control system 110, only turning on and off in response to the action of a suitable pump contactor (relay) 224 that supplies mains power to the pump 124 from a mains power supply 248. 35 The level sensor 112 may be arranged to have the sensing head generally submerged below the fluid level in order to obtain a constant accurate measure of the fluid level 2014250705 17 Oct 2014 11 within the fluid reservoir 122 and provide a constant (or sufficiently regular as to be effectively constant) output signal to the pump control system 110. Float switch 212 is provided as a high level fail safe, so that when the fluid level in the reservoir 122 gets above the shut-off level of the float switch 212, the float switch 212 provides a fluid 5 level high signal to pump control system 110, which causes pump 124 to begin pumping fluid out of the reservoir 122 (if it was not already doing so).

Pump control system 110 is the above-ground part of installation 100 and may be located on a wall or other position for easy access by inhabitants of the domicile 102 or 10 maintenance personnel. Pump control system 110 has a housing 202 that is closed and locked against persons other than authorised personnel. The housing 202 has a visual alarm indicator 203 and an audible alarm 204 to indicate to the inhabitants that a fault has occurred or is occurring. A mute button 205 may be located on an external part of the housing 202 and may be actuated in order to silence the audible alarm 204. 15

Pump control system 110 has a controller 208, a wireless transceiver unit 210, a backup power supply, for example in the form of a battery 215, a relay 224 to control operation of the pump 124 and an electrical supply and control block 240. Pump control system 110 may also have one or more additional wireless or wired transceivers or receivers 20 (not shown). One or more flow meters and/or other instruments (not shown) associated with water, power or other utilities may also form part of system 100 and be in communication with the one or more additional wireless or wired transceivers or receivers. Controller 208 comprises a memory (not shown) and at least one processor (not shown) configured to execute program instructions stored in the memory. Also 25 stored in the memory are a number of set points and control parameters for operation of the pump and the wireless transceiver unit 210.

Controller 208 is enabled for two-way communication via transceiver unit 210 with a remote server 130 over wireless telecommunications infrastructure, for example using a 30 standard GSM mobile telephony protocol. Controller 208 may also be enabled for one-or two-way communication with external devices, such as flow meters or other instruments (not shown), via additional transceiver or receiver units (if present) over a low power wireless communication protocol, for example Bluetooth or IEEE 802.11 protocols, or a wired communication protocol. In this way, the controller and 35 transceivers/receivers may act as a fully or partly wireless hub to allow communication and/or control of multiple local instruments or devices associated with system 100. The 2014250705 17 Oct 2014 12 transceiver unit 210 has a transmitting and receiving antenna 211 concealed within the housing 202. The housing 202 is formed of a suitable non-conductive material to allow sufficient signal transmission strength out of and in to the housing 202. 5 Controller 208 stores in its memory measured fluid level data when it changes by a predetermined amount, such as a percentage amount or a number of millimetres, for example. Similarly, other measured parameters or operational statuses are recorded in the controller’s memory when they change and time-stamped as of when they occur. This stored data is then uploaded via the transceiver unit 210 to the server 130 10 periodically, such as every 1, 2, 4, 6, 8, 12 or 24 hours, or on demand from the server 130.

The schematic layout and electrical diagrams are shown in Figures 2 and 3 for the pump control system 110. These two drawings should be read in conjunction with each 15 other in order to understand the physical and electrical layout of the components of pump control system 110.

Battery 215 provides a backup power source for the controller 208 and transceiver unit 210 in order to maintain communications capabilities during a loss or substantial drop 20 in power level received from mains power supply 248. A current sensor 221 and voltage sensing relay 241 are coupled to the mains power supply 248 via a mains switch 246 in order to sense the input current and voltage. The current sensor 221 and voltage sensing relay 241 provide their outputs to controller 208 so that the controller 208 can monitor the input power supply level and cease operation of the pump 124, if 25 necessary. The power supply input block 240 also comprises first and second circuit breakers 245a, 245b and a DC power supply transformer 242. A fuse 244 is also provided, in case of spikes in the mains supply. The DC power supply 242 charges the battery 215. A 12 VDC control relay 247 is provided to allow the controller 208 to control the pump relay 224. 30

The pump relay 224 is operated in response to control signals from controller 208 when a manual switch is in the auto position. When the manual switch 243 is in the off position, the relay 224 is open and the pump 124 does not receive power. When the manual switch 243 is in the manual position, the relay 224 is closed and the pump 35 receives mains power independently of control from the controller 208. The relay 224 2014250705 17 Oct 2014 13 provides mains power to the pump 124 via suitable power cables 225 that extend into the ground and into the fluid reservoir 122 in a suitable manner.

Fluid level transducer 112 has its output conductors 213 coupled to a connection block 5 214 to which the controller 208 is electrically connected. Also coupled to this connection block 214 is the output of the float switch 212, so that the controller 208 receives an on or off status signal from the float switch 212.

Controller 208 may include or be in the form of a serial communication and data 10 acquisition (SCADA) unit, which effectively functions as a programmable logic controller (PLC). The controller 208 has a suitable serial data connection with transceiver unit 210. The controller 208 may be or include a suitable DNP3 SCADA pack 100 controller from Control Microsystems, for example. Other controllers may be used in the system 100 and may employ the DNP3 communications protocol or another 15 suitable communications protocol to perform the functions of controller 208 described herein.

The transceiver unit 210 may be a NetComm NTC-6908 industrial 3G cellular network router, for example. The transceiver unit 210 may thus provide a point-to-point or 20 point-to-multi-point communication capability in order to suitably interface with remote server 130. The transceiver unit 120 may use a suitable domain name system (DNS) capability so that any subscriber identity module (SIM) in the transceiver unit 120 can be interchanged with another such SIM. 25 The digital and analogue inputs and outputs for the controller 208 are generally as follows:

Controller Binary Inputs: BI-1: Emergency High Level Float Switch; 30 BI-2 Site Mains Power Failed Alarm; BI-3: Pump Run Command State.

Controller Binary Outputs: BO-1: Pump Inhibit signal from controller 208. 35

Controller Analogue Inputs: 2014250705 17 Oct 2014 14 AI-1: Well Level from level sensor 112; AI-2: Pump Current; AI-3: Pump Start Level SP (status); AI-3: Pump Stop Level SP (status). 5

Controller Analogue Outputs: AO-1: Pump Start Level SP (from server 130); AO-2: Pump Stop Level SP (from server 130). 10 The operation of the controller 208 may be further characterised in the following terms: Operation

The pump 124 runs if the sensed level of fluid in the tank 122 is at or above the Pump Start Level set-point and stops if the sensed fluid level in the tank 122 reaches or falls 15 below the Pump Stop Level set-point. The Pump Start Level set-point (AO-1) and the Pump Stop Level set-point (AO-2) are not physical outputs of controller 208 - rather, they are both set using a software configuration tool 430 executing on (or served by) the server 130 and accessible to authorised users via a suitable computerised user interface hosted by server 130. The user interface experienced by users of client 20 devices 420, 425 may be provided by a browser application 440 executing on one or more of the client computing devices 420, 425 in system 400, for example. Once selected, the Pump Start Level set-point and the Pump Stop Level set-point are stored in data store 140 and transmitted by server 130 to the transceiver unit 210 and controller 208 of each installation 100 to which the selected set-points apply. 25 A high level analogue set point may also be included in order to start the pump 124 and set alarms if the sensed fluid level is at a point above a normal start level. If the Float/Emergency High Level signal (BI-1) is active, then the pump 124 will be forced to run until the signal input goes low for a pre-set time (set via the user interface 30 accessible via client computing devices 420, 425). The controller 208 can disable the pump 124 for a set time (default 8 hours).

Controller 208 may be receive and respond to a command from the configuration tool 430 to adjust the Start Level set-point to run the pump 124 between the Start Level set-35 point and Hi Level set-point until a specified time (in a flush mode), so that a greater-than-normal fluid volume may be flushed from the reservoir 120. 2014250705 17 Oct 2014 15

Digital Inputs

Float/Emergency High Level

Power Status OK (from voltage monitor relay) 5 High Pressure input

Alarm Mute Push Button

Analogue inputs

Level Probe (4-20 ma) 10 Pump Amps -CT (4-20 ma)

Digital Outputs

Motor Run (to motor contactor)

Alarm Horn (Horn to auto mute after 5 min) 15 Alarm Lamp (different flash depending on alarm)

Strobe flasher (on until alarms clear) SCADA Display (provided by user interface on client devices 420, 425)

Pump Runs 20 Pump Pails

Pump Running Current

Level

All alarms

All Set points 25 Porce off Time set-point

Alarms (alarms clear on PLC power cycle - or condition cleared)

Lamp Action Alarm 30 Lamp double flash Pump Pailure

If a high current is detected for a set time period, stop the pump for 10 min. If a pump stops 10 times (or another configurable number) in a row, lock out the pump. The pump alarm continues to operate. 35

Lamp Action

Alarm 2014250705 17 Oct 2014 16

Lamp triple flash Pump High Pressure

If a high pressure is detected for a set time, stop the pump for 10 min. If a pump stops 10 times in a row, lock out the pump. 5

Lamp Action Alarm

Lamp on Emergency High Level

On detection of a high float condition tripping the float switch, activate the Lamp/Hom 10 and notify the server 130, which displays the condition via the user interface 430.

Generally, the lamp strobe and hom activate after a pre-set time delay from the alarm occurrence and an exception report is sent to the remote server 130 after a separate (shorter) time value. The time difference between the strobe and hom activation and the 15 exception report transmission may be up to 18 hours. This allows remote diagnostics to be ran and allows the responsible utility organisation time to assess and rectify the apparent problem before the resident is notified of the problem by activation of the alarm. 20 Set points

Pump Stop Level Pump Start Level Pump High Level Pump High Amps 25 Pump No run/Low Amps Pump Run to Long Time Pump Emergency High Level Run on timer Pump Disable timer 30 Referring now to Figure 4, a pressure sewer monitoring system 400 comprising multiple installations 100 is described in further detail. Pressure sewer monitoring system 400 comprises multiple installations 100 located in different geographic locations across one or more sewerage network zones. The multiple installations 100 may be part of a single zone within a larger sewerage network or may be spread across 35 different zones and/or different networks. By way of example only, each zone may have one, two, three, four, five, six, seven, eight, nine, ten or more installations 100 2014250705 17 Oct 2014 17 located at different positions within the zone. Further, there may be more than ten, for example between ten and possibly hundreds of such installations 100 within a particular sewerage zone and/or network. By way of example, Figure 8 illustrates six separate zones (indicated by references 812a, 812b, 812c, 812d, 812e and 812f), 5 located within part of a larger service zone 810 and viewable in relation to a map display 800 on a client device. Each zone 812 has one or more installations 100 located therein.

Fluid monitoring system 400 further comprises one or more servers or server systems, 10 referred to herein for convenience as server 130, at least one wired client device 420 and/or at least one mobile client device 425 and a data store 140. Server 130 is arranged to receive data from installations 100 representative of the sensed conditions of the pump 124 and/or fluid level in the fluid reservoir 122 at various different locations. This data is received over a data network comprising suitable 15 communications infrastructure (not shown) that is at least partially wireless, such as a cellular network. For example, the transceiver units 210 of installations 100 may be configured to transmit data to server 130 using the GSM or GPRS/3G standards for mobile telephony or their technological successors. Alternatively, lower power, shorter distance wireless communication techniques may be employed, for example where a 20 local wireless data hub is in sufficient proximity to support wireless communication with the transceiver unit 210 within a nearby installation 100. In some embodiments, the transceiver unit 210 may act as a local wireless data hub for other devices, such as metering or sensing instruments, in the immediate vicinity of system 100. 25 Server 130 processes the data received from transceiver units 210 and stores it in data store 140 for subsequent retrieval as needed. Data store 140 may comprise any suitable data store, such as a local, external, distributed or discrete database. If the data received at server 130 from installations 100 indicates an alarm condition in any one or more of installations 100, server 130 accesses data store 140 to determine a pre-30 determined appropriate action to be taken in relation to the specific alarm condition, and then takes the appropriate action. The action to be taken may vary, depending on the installation 100, for example where some installations 100 may play a more critical monitoring role than others. Such actions may include, for example, sending one or more notifications, for example in the form of text messages and/or emails, to one or 35 more of client devices 420, 425. 2014250705 17 Oct 2014 18

Regardless of whether an alarm condition is indicated by the data received at server 130 from installations 100, that data is processed and stored in data store 140 for later retrieval by a server process and/or at a request from a client device 420, 425. For example, server 130 may execute processes (based on program code stored in data store 5 140 or a memory local to the server 130, for example), to perform trending and reporting functions to one or more client devices 420, 425. For example, server 130 may provide to a client device 420 information to enable generation of a display 500, 600, 700 or 800 (Figures 5, 6, 7 or 8 respectively) via browser application 440 at client device 420 or 425 in response to a request for such information or automatically at 10 regular intervals. Display 500 may chart historical and current data for one or more conditions of operation of the pressure server installations 100 at different locations over a period of time. For example, as shown in Figure 5, display 500 may include a chart 540 of fluid levels at a particular pressure sewer installation 100 over a period of time, as well as displaying status information 530 for a number of operational 15 parameters of the installation 100.

Server 130 executes a user interface 430 based on locally accessible stored program code to allow users of client devices 420, 425 to access configuration, control, monitoring and reporting functions of server 130 with respect to installations 100. The 20 user interface 430 thus acts as a control and configuration tool accessible to users of client devices 420, 425. The user interface, control and configuration functions of user interface 430 are primarily performed by server 130, but some functions may be executed in part by the browser application 440 on client devices 420, 425 based on code, including applets for example, served to the respective client devices 420, 425 25 from server 130.

In alternative embodiments, instead of browser application 440, each client device 420, 425 may execute a specialised software application stored in local memory accessible to the processor of the device. This specialised application may perform various user 30 interface functions locally and communicate with the server 130 as necessary. For example, for mobile client computing devices 425, the specialised application may be in the form of a “smart phone” application.

Displays 500, 600, 700 and 800 shown in Figures 5, 6, 7 and 8, respectively, may be 35 generated at client device 420, 425 by a suitable software application executing on the client device 420, 425, such as browser application 440 when executed by a processor 2014250705 17 Oct 2014 19 of the client device 420, 425 according to program code stored in the local storage accessible to that processor.

In preferred embodiments, transceiver unit 120 is enabled for bidirectional 5 communication with server 130, so that new fluid level thresholds can be set, control commands can be issued, firmware updates can be received and/or diagnostic monitoring and testing can be performed remotely.

Pressure sewer monitoring system 400 thus comprises a series of installations 100 10 located around an area or zone for which operational status is desired to be monitored. These installations 100 communicate with server 130, which in turn communicates with client devices 420, 425 as necessary. Server 130 also tracks and stores historical data received from the installations 100 and processes the incoming and historical data according to rules stored in data store 140 to determine whether certain pre-defined 15 events of interest may be occurring. Such events may be complex events and may be defined in the stored rules as such.

In order to optimally manage a particular sewerage zone or zones, for example in flood situations, system 400 may control installations 100 to cease normal autonomous 20 operation for a period of time or to operate under a higher level set-point.

In some embodiments, and as discussed above, the server 130, for example, via the configuration tool 430, may issue a command to at least one of the controllers 208 of the installations 100 to cause the controllers) 208 to run the pump(s) 124 in a flush 25 mode. For example, the server 130 may issue a command to at least one of the controllers 208 to adjust the Start Level set-point of the pump 124 to set the upper threshold fluid level at a relatively high level for a given period of time, to thereby cause the fluid reservoirs 122 to collect or store a relatively large volume of waste water such that a greater than normal volume of waste water may be flushed from the 30 fluid reservoirs when the pump 124 is caused to run.

For example, once the given period of time has expired, the Start Level set-point of the pump 124 may be adjusted to reset the upper threshold fluid level at a normal level or other nominated level, thereby causing the pump 124 to run if the waste water level in 35 the fluid reservoir has exceeded the normal level or other nominated level. 2014250705 17 Oct 2014 20

In some embodiments, the server 130 may issue a command to the controller(s) 208 to cause the pump(s) 124 to ran at a time following the given period of time to cause waste water to be flushed from the reservoir(s) 122. 5 In some embodiments, the server 130 may issue a command to at least one of the controller(s) 208 to adjust the Stop Level set-point of the pump(s) 124 to set the lower threshold fluid level at a relatively low level for a given period of time, to thereby cause the pump(s) 124 to ran until there is a lower volume of waste water remaining in the reservoir 122 than under normal operations. 10

In the event that an increased volume of waste water is captured by the fluid reservoir(s) 122, once the pump(s) 124 is caused to run, an increased volume of fluid will be pumped from the fluid reservoir(s) 122 via the fluid outlet conduit 128 into the reticulated sewerage network of fluid conduits and may assist in dislodging debris or 15 sediment accumulated in the conduits.

Furthermore, a number of fluid reservoir(s) 122 within a zone or plurality of zones 812a, 812b, 812c, 812d, 812e, 812f may be configured to flush waste water at substantially the same time which may thereby increase a velocity of fluid flow in the 20 sewage network of fluid conduits to which they are connected and clear or flush out the sewerage network.

In system 400, each installation 100 may be configured to have the same or a similar set of operational parameters (i.e. alarm levels, sensor sampling times, reporting 25 intervals, etc.) and may have the same set of sensors 112, 212 and general configuration.

In some embodiments of system 400, the transceiver unit 210 of each installation may be configured to send a message directly to a mobile communication device of an end 30 user (i.e. client device 420, 425) when an alarm condition is determined by controller 208. This may be instead of or in addition to sending the message to the server 130.

Advantages of the described embodiments over prior pressure sewer systems include a substantially improved remote control and monitoring capability. This is further 35 supported by use of a mobile telephony standard protocol to facilitate point-to-point or point-to-multi-point communication between the server 130 and the controller 208 of 2014250705 17 Oct 2014 21 each pump control system 110. There are also substantial advantages in providing the level sensor output from each level sensor 112 to the remote server 130 on a regular basis, to allow monitoring and optimised usage of sewage network infrastructure when a number of installations 100 are monitored and controlled separately or together as 5 part of the same pressure sewer system 400. For example, usage histograms, such as those illustrated in Figures 9A and 9B can be obtained for different zones.

The described embodiments allow calculation of real time waste fluid volumes, which provides accurate engineering data for planning and design purposes. Described 10 embodiments also allow real time calculated waste fluid flow monitoring, which can be used with remote control of the pumps 124 by commands from server 130 to manage and truncate peak flows discharged into sewer mains and treatment facilities. This can more evenly distribute the waste fluid flows over time, which can ease the burden on the processing infrastructure and reduce the risk of breakdown of the infrastructure. 15 Furthermore, by managing and truncating peak flows discharged into sewer mains and treatment facilities, relatively smaller infrastructure is required to handle the waste fluid volumes, including smaller processing plants and smaller pipe diameters.

In some embodiments, the server 208, for example, via the configuration tool 430, may 20 issue a command to at least one of the controllers 208 of the installations 100 to set the Start Level set-point at particular set values for particular periods of time. The Start Level set-point or upper fluid level threshold may be set at a set value for a particular period of time, for example, a time period such as hours during the day, the weekend or weekdays and/or during holiday periods. For example, during peak periods or hours, 25 such as between 7am and 9am and/or between 6pm and 8pm, the Start Level set-point may be set at a relatively high or higher than normal level, such that the fluid reservoirs 122 may receive and retain or store a relatively greater volume of waste water before the pump(s) 124 may be caused to run. Similarly, during non-peak periods, or hours, the Start Level set-point may be set at a relatively low or lower than normal level, such 30 that the fluid reservoirs 122 may receive and retain or store a relatively lower volume of waste water before the pump(s) 124 may be caused to run.

In some embodiments, the configuration tool 430 running on the server 208 may issue a command to at least one of the controllers 208 of the installations 100 to set the Stop 35 Level set-point or lower fluid level threshold at a set value for a given period of time, such as at a higher or lower level than a normal operation level. 2014250705 17 Oct 2014 22

In some embodiments, current and/or historical data associated with reservoir(s) 122 within a given region or zone may be employed to determine a suitable set value for a period of time for the Start Level set-point of each of the reservoir(s) 122 in the zone. 5 For example, historical and/or current data associated with neighbouring reservoir(s) 122 within a zone may be employed to determine a suitable set value for a period of time for the Start Level set-point of a reservoir 122 within the zone to thereby manage and truncate an overall waste water flow into a given conduit or sewerage network of conduits. 10

In this way, the server 208 may be configured to manage and control or truncate peak flows of waste water being discharged from fluid reservoirs 122 into sewer mains and treatment facilities. This may enable a more even distribution of the waste water flows over time, which may ease burdens on processing infrastructure, reduce the risk of 15 breakdown of the infrastructure and enable the employment of relatively smaller infrastructure to handle the waste fluid volumes.

Further advantages associated with described embodiments include the ability to infer the likelihood of leakage from one or more installations 100. For example, for a given 20 installation, 100, the number of level changes during a particular period, such as the time between 2.00 a.m. and 3.00 a.m., together with a measure of the amount of level change over time (such as millimetres per minute) can indicate the likelihood of a leak at the site of the installation 100. A steady rise in the fluid level during that period over a number of days can indicate a small leak. Maintenance personnel can therefore be 25 dispatched to the site to investigate before the leakage becomes a significant problem. The described embodiments therefore allow organisations, such as those responsible for maintenance of the pressure sewer network, to identify and address problems with one or more installations 100 before they develop into a complaint by the inhabitant of the domicile 102. 30

Referring in particular to Figure 5, the system 400 comprises capabilities, including suitable software and hardware modules, to execute user interface 430, which allows operational maintenance personnel to monitor and remotely control the operation of each installation 100. Display 500 in Figure 5 is an example of a user interface display 35 generated by browser application 440 based on program code and/or data served from server 130. Display 500 has a graphical depiction 510 of the fluid reservoir 122 of a 2014250705 17 Oct 2014 23 particular installation named LPS00013. Also shown in the graphical representation 510 is the pump 124, together with an indication of the upper fluid level threshold or set-point (for example, 400 mm) at which the pump 124 will be operated in order to pump fluid from the fluid reservoir 122. That upper fluid level threshold may be 5 reconfigured using the user interface 430 and suitable software control actions, for example selected from the control options list 520 presented via browser application 440. Similarly, a lower level threshold, shown in this case as 100 mm, may be the level at which the pump 124 is caused to stop running. The control options list 520 may allow the operational personnel to remotely take control or release control of the pump 10 124 by issuing commands to the associated controller 208. Further, status information is provided in a status display 530 of the user interface. This status information may be reconfigured where permissible, for example in order to change an operational mode of the pump or change one or more of the set points. In some embodiments, a changed set point or fluid level threshold may be associated with a given time period, and once the 15 time period has elapsed, the changed set point or fluid level threshold may be reset to an original value or another nominated value for a given period of time.

Display 500 in Figure 5 also has a sub-display 540 of a fluid level plot over time, indicating the increasing fluid level up to the point where it reaches the upper fluid 20 level threshold, after which the pump decreases the fluid level in a short period back down to the minimum (lower level threshold). This plot 540 can also indicate the current drawn by the pump 124 over time, in order to verify that the high current consumption periods of the pump 124 correlate with the decreases in the fluid level due to pump operation. This plot 540 is shown in further (magnified) detail in Figure 6. 25

Figure 7 illustrates a further display 700 of the user interface, including a list 710 of multiple sites of installations 100, from which a particular installation 100 of interest may be selected for further detailed analysis or control. In the user interface illustrated in Figure 7, certain selectable control functions 720 are illustrated. For example, the 30 operational personnel can force the immediate data polling by server 130 of the controller 208 of a particular installation 100 (rather than wait the normal 24 hour polling period), in order to have that controller 208 upload all of the recorded data accumulated and stored in its memory since the last upload. Further, selectable options are provided to inhibit operation of the pump 124 or the pump control functions of the 35 controller 208. Further, the user interface (presented via browser application 440) shown in Figure 7 allows new installations to be added to the live network from a list 2014250705 17 Oct 2014 24 732 as they become installed. Additionally, a list 740 of sites at which installation is pending may be provided. Control buttons 735 are provided to allow editing of the list 732 and control buttons 745 are provided to allow editing of the list 740. Further reports and displays may be selectable, such as the ability to view the history of all 5 power failures of the installations 100.

As is evident from the user interface shown in Figure 7, the server 130 maintains comprehensive data records of each installation 100 in the data store 140, together with historical operational data for each such installation. The length of time of the 10 historical data may be configured depending on how much data storage is available and/or how much historical data is deemed to be useful in accomplishing the necessary monitoring and control functions. The stored historical data may be periodically condensed, as necessary, in order to avoid storing historically irrelevant information. 15 Embodiments have been described herein by way of example, with reference to various possible features and functions. Such embodiments are intended to be illustrative rather than restrictive. It should be understood that embodiments include various combinations and sub-combinations of features described herein, even if such features are not explicitly described in such a combination or sub-combination.

Claims (31)

1. A pressure sewer network monitoring and control system, comprising: a server in communication with at least one pump control system provided at a respective at least one pressure sewer installation comprising at least one fluid reservoir, wherein the server is configured to monitor operation of the pressure sewer installation based on messages received from the pump control system and to remotely control operation of the pump control system by transmission of one or more commands from the server to the at least one pump control system; and wherein at least one of the commands is configured to cause a controller of the at least one pump control system to store a changed fluid level threshold in a memory of the controller.

2. The system of claim 1, wherein the server is in communication with at least one wireless transceiver of the at least one pump control system.

3. The system of claim 1 or 2, further comprising a computerised user interface in communication with the server to allow remote user control of the pump control system.

4. The system of any one of claims 1 to 3, wherein the server is configured to determine an alarm condition based on the messages received from the at least one pump control system and to automatically transmit one or more alarm messages to one or more user recipients, the one or more alarm messages including an indication of the alarm condition.

5. The system of any preceding claim, wherein the messages comprise information indicative of a sensed condition of a pump associated with the at least one pump control system.

6. The system of any preceding claim, wherein the messages comprise information indicative of a measured fluid level in the fluid reservoir of the respective pressure sewer installation

7. The system of any preceding claim, wherein the server is configured to transmit a command to the at least one pump control system to cause a controller of the at least one pump control system to store at least one fluid level threshold in a memory of the controller.

8. The system of claim 7, wherein the at least one fluid level threshold is associated with a period of time.

9. The system according to any preceding claim, wherein the server is configured to store historical operational data for each pressure sewer installation in a data store.

10. The system of claim 9, wherein the server is configured to process the messages and historical operational data associated with the at least one pressure sewer installation according to rules stored in the data store to determine whether pre-defmed events of interest may be occurring.

11. The system of any preceding claim, wherein the server is configured to process the messages received from the at least one pump control system to perform trend analysis and/or to pre-emptively diagnose problems with one or more pressure sewer installations.

12. The system of any preceding claim, wherein the server is configured to determine a presence of a leak at a pressure sewer installation in response to determining from messages received from the at least one pump control system of the respective pressure sewer installation that a rate of change of fluid level in the at least one fluid reservoir exceeds a leakage threshold value.

13. The system of any preceding claim, wherein the one or more commands comprise instructions to set operational parameter values for at least one parameter selected from: fluid level thresholds, alarm levels, sensor sampling levels and reporting intervals.

14. The system according to any preceding claim, wherein the one or more commands comprise instructions to inhibit at least one of: operations of a pump of the at least one pump control system; and pump control functions of a controller of the at least one pump control system.

15. The system of any preceding claim, wherein the server is configured to transmit the one or more commands to the at least one pump control system to cause the at least one pump control system to cease normal autonomous operation for a period of time in response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations.

16. The system of any preceding claim, wherein the server is configured to transmit one or more commands to the at least one pump control system to cause the at least one pump control system to operate under a relatively higher level set-point in response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations.

17. The system of any preceding claim, wherein the server is configured to determine commands for a pump control system of a respective pressure sewer installation in a region based on messages received from at least one other pump control system of a respective pressure sewer installation provided in the region to optimise usage of sewage network infrastructure within the region.

18. The system of any preceding claim, wherein the server is configured to calculate real time waste fluid volumes based on the messages received from the at least one pump control system to determine data for engineering, planning and/or design purposes.

19. The system of any preceding claim, wherein the server is configured to process messages received from a plurality of pump control systems of respective pressure sewer installations within a region to calculate real time waste fluid flows in sewage network infrastructure within the region and to manage peak flows in the sewage network infrastructure by determining the commands for the pump control systems of the respective pressure sewer installations within the region based on the real time calculated waste fluid flows.

20. The system of claim 19, wherein the server is configured to transmit the commands to the pump control systems of the respective pressure sewer installations within the region to control a distribution of the waste fluid flows over time.

21. A method of monitoring and controlling operation of a pressure sewer network, the method operable in a server in communication with at least one pump control system provided at a respective at least one pressure sewer installation, the method comprising: receiving messages from the at least one pump control system over a communications network; determining one or more commands to remotely control operation of the at least one pump control system based on the messages received; and transmitting the one or more commands to the at least one pump control system over the communications network; wherein transmitting one or more commands comprises transmitting one or more commands to the at least one pump control system to cause a controller of the at least one pump control system to store a changed fluid level threshold in a memory of the controller.

22. The method of claim 21, wherein the server is in communication with a wireless transceiver of the at least one pump control system, and wherein the communications network comprises a wireless communications network.

23. The method of claim 21 or 22, wherein the transmitting one or more commands comprises transmitting one or more commands to the at least one pump control system to cause a controller of the at least one pump control system to store at least one fluid level threshold in a memory of the controller, wherein each fluid level threshold is associated with a time period.

24. The method of any one of claims 21 to 23, further comprising processing the messages and historical operational data associated with the respective at least one pressure sewer installation according to rules stored in the data store to determine whether pre-defined events of interest may be occurring.

25. The method of any one of claim 21 to 24, further comprising processing the messages received from the at least one pump control system to perform trend analysis and/or pre-emptively diagnose problems with the respective at least one pressure sewer installation.

26. The method of any one of claim 21 to 25, further comprising determining a presence of a leak at the at least one pressure sewer installation in response to determining from messages received from the at least one pump control system of the respective at least one pressure sewer installation that a rate of change of fluid level in the respective at least one fluid reservoir exceeds a leakage threshold value.

27. The method of any one of claim 21 to 26, wherein transmitting the one or more commands comprises transmitting one or more commands to the at least one pump control system to cause the at least one pump control system to cease normal autonomous operation for a period of time in response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations.

28. The method of any one of claim 21 to 27, wherein transmitting the one or more commands comprises transmitting one or more commands to the at least one pump control system to cause the at least one pump control system to operate at a relatively higher start level set-point in response to the server determining that a flood situation may be occurring at the one or more pressure sewer installations.

29. The method of any one of claim 21 to 28, wherein transmitting the one or more commands comprises transmitting one or more commands to the at least one pump control system to cause the the at least one pump control system to operate at a relatively higher start level set-point for a specified period of time.

30. The method of claim 29, further comprising transmitting commands to the at least one pump control system to cause the at least one pump control system to operate to pump fluid out of the respective at least one fluid reservoir once the specified period of time has elapsed.

31. The method of any one of claim 21 to 30, further comprising processing messages received from a plurality of pump control systems of pressure sewer installations within a region to calculate real time waste fluid flows in sewage network infrastructure within the region and determining the commands for the pump control systems of the pressure sewer installations within the region based on the real time calculated waste fluid flows to manage peak flows in the sewage network infrastructure.