WO2012095249A1

WO2012095249A1 - System and method for pressure control in a network

Info

Publication number: WO2012095249A1
Application number: PCT/EP2011/073708
Authority: WO
Inventors: Carsten Skovmose Kallesøe; Jacob Saksvold MORTENSEN
Original assignee: Grundfos Management AS
Current assignee: Grundfos Management AS
Priority date: 2011-01-14
Filing date: 2011-12-21
Publication date: 2012-07-19
Anticipated expiration: 2013-07-14
Also published as: RU2013137833A; EP2476907B1; CN103299082B; US9405297B2; ES2522166T3; US20130289781A1; RU2579424C2; EP2476907A1; CN103299082A

Abstract

A system and a method for controlling the pressure of a fluid in a distribution network (2). The network comprises at least one pump station (4) having a number of pumps (6) that are configured to pressurise the fluid from a supply line (8); means (10) for determining at least one flow value (Q) of at least a part of the distribution network (2) and a control unit for controlling the activity and/or speed of the pump(s) (6) of the pump station (4) according to a predefined pump curve (20) defining the relationship between the pressure (22) and the flow (24) of the fluid pressurised by the pump station (4). The control unit is configured to change the pump curve (20) automatically according to at least one determined flow value (Q).

Description

Applicant: Grundfos Management a/s

Title: System and method for pressure control in a network

Our Ref.: GP 2238 WO

Description

The present invention relates to a system and method for controlling the pressure in a distribution network for distribution of fluids. The fluids may be drinking water, gas, or water based district heating by way of example.

The invention, in particular, relates to a system and method for controlling the pressure in a distribution network with changing flow conditions.

In fluid distribution networks such as mains water distribution networks the pressure is normally created by pumps. However; the pressure may also be created by the gravity head of water in a water tower or another reservoir and then the pressure may be regulated by valves.

In mains water distribution networks the pressure in the arterial supply pipes is significantly higher than the pressure required by the consumers (the end-user). The pressure is traditionally created by the use of a pump station that may comprise several pumps. In order to provide the required pressure at the consumer, the pump station traditionally builds up a pressure that is larger than the required pressure because the pro- vided pressure is required to exceed a predefined minimum pressure (typically 2 bar) at the consumers under all conditions. Typically a pump station is configured to deliver a pressure according to a fixed constant pressure curve that is chosen so that the provided pressures at the consumers exceed the required minimum pressure. This regulation strategy ensures that the required pressure is provided constantly, however, a huge amount of energy and fluid (through fluid leakage) is typically wasted. In water distribution system the manager of the waterworks knows what pressure is needed when the flow is at its maximum. However, manager does not always know the exact value of the maximum flow.

Due to changing flow and pressure conditions in a distribution network the actual pressure typically exceed the required pressure most of the time. This "too high" pressure may cause leakages in the distribution network causing fluid losses and pipe breakdown.

It is an object for the present invention to specify a system and method for controlling the pressure in a distribution network in which the fluid losses can be minimised without violating the performance. It is also an object of the present invention to specify system and method for controlling the pressure in a distribution network that is capable of automatically adapting to actual pressure and/or flow conditions in the network. These and other objects and advantages of the present invention will be apparent from the following description and the appended claims. It will be recognised that the foregoing description is not intended to list all of the features and advantages of the invention. Various embodiments of the inventions will satisfy various combinations of the objects of the invention and some embodiments of the invention will provide fewer than all of the listed features and satisfy fewer than all the listed objectives.

The objects of the present invention can be accomplished by a system as described in the introductory part of claim 1 and that is characteristic in that the control unit is configured to change the pump curve automatically according to at least one determined flow value. The objects of the present invention can be accomplished by a method as described in the introductory part of claim 10 that is characteristic in that pump curve is changed automatically according to at least one determined flow value.

The flow value may be any suitable value such as a measured, calculated or estimate flow or flow difference (e.g. the difference between a reference flow and a measured or calculated flow). The flow value may be provided by any suitable means a flow sensor by way of example.

By changing the pump curve automatically according to at least one determined flow value the generated pressure can be adjusted by us- ing a pressure curve that makes it possible to reduce the generated pressure so that the fluid losses can be minimised without violating the performance. The pressure in the distribution network can be regulated (adjusted or maintained according to a predefined criteria) according to a pump curve that is automatically adapted to the determined flow value which means that the pressure in the distribution network can be adjusted or maintained so that the flow and pressure correspond to the predefined pump curve. A pump curve may be used until the pump curve has been changed according to the at least one determined flow value. In fact a pump curve may be used as long as the pump curve is the most suitable pump curve.

By the term pump curve (Q-H pump curve) is meant the curve describing the relationship between the flow and head (pressure). It is known that different pump curves can be achieved by changing the speed of a pump e.g. by using a frequency converter. Normally, the head at zero flow at the Q-H pump curve is denoted Ho and the head corresponding to the highest hydraulic power is denoted Href. In the following there will be referred to pump curves having predefined characteristics and being defined by Hmin (the pressure corresponding to maximal flow (Qmin) ) and Hmax (the pressure corresponding to maximal flow (Qmax) ) . The shape of the pump curve may have any suitable form. The pump curve may be linear or quadratic by way of example.

In an embodiment of the present invention the pump curve is maintained until a predefined event occurs. In this way the pressure can be regulated according to the most suitable pump curve and this pump curve will be used until a predefined event occurs. A possible event may be a detection of a very low or a very high flow by way of example.

In an embodiment of the present invention the at least one flow value is a determined peak flow and/or a minimum flow of the fluid pressurised by the pump station within a predefined time period, and the control unit is configured to adjust the maximal flow of the pump curve according to a determined peak flow and/or to adjust the minimum flow of the flow curve according to a determined minimum flow.

Hereby it is achieved that the form of the pump curve can be adjusted automatically according to the peak flow and/or the minimum flow. Accordingly, it is possible to provide a specific adaptation and regulation of the pump curve so that the generated pressure can be adjusted to the actual required pressure in order to minimise the fluid losses without violating the performance.

By the term peak flow is meant a high flow value. The peak flow may be the maximal flow or the highest flow measured within a specific time period. However, if the network is subject to very changing condition the magnitude of peak flows determined at different time periods may differ significantly. The minimum flow is referred†o as a low flow value. The minimum flow may be the lowest flow or the lowest flow measured within a specific time period and in case that the network is being subject to very changing condition the magnitude of minimum flows at one time may differ significantly from the magnitude of minimum flows at one time.

In an embodiment of the present invention the at least one flow value is measured (e.g. continuously) and the control unit is configured to change the pump curve automatically by changing the maximum flow parameter and/or the minimum flow parameter of a predefined pump curve as function of time. It may be an advantage that the regulation of the pressure is based on a pump curve that is specified according to a predefined pump curve form and one or more determined flow val- ues. The regulation of the pressure may be carried out continuously according to a pump curve and hence the gab between the provided pressure and the pressure needed in the distribution network can be minimised. By continuously is meant that measurements are carried out all the times, however, the sampling period of the measurements may be selected to meet specific requirements. In the prior art the pressure regulation is typically carried out by using a constant pressure regime. Therefore, regulation according to a linear, quadratic or other suitable pump curve may reduce the gab between the provided pressure and the pressure needed in the distribution network dramatically. Hereby, energy consumption and fluid losses can be minimised.

It is beneficial that the pressure in the distribution network is adjusted according to a pump curve that is defined based on measured flow values. The maximum flow parameter may be the max flow defined as the maximal flow or the highest flow measured within a specific time period. The minimum flow parameter may be the lowest flow or the lowest flow measured within a specific time period. By the term continuously is meant that the at least one flow value is being measured all the time, however; the sampling rate for the flow value measurement(s) may be chosen as any suitable time period (e.g. a few seconds, minutes or hours by way of example). In fact the time period could, in principle, be any time period. A predefined pump curve may have any suitable form. The curve may be line or quadratic, by way of example, however; the curve may have another form. The maximum flow parameter of a predefined pump curve may be the largest flow value at the pump curve whereas the minimum flow parameter of a predefined pump may be the lowest flow value at the pump curve. In one embodiment of the invention at least one pressure sensor is arranged in the distribution network and the control unit is configured to change the maximal pressure parameter and/or the minimum pressure parameter and/or one or more intermediate pressure parameters of the pump curve automatically according to at least one pressure value provided by at least one pressure sensor. By arranging one or more pressure sensors in the distribution network configuring the control unit to change the maximal pressure parameter of the pump curve automatically according to at least one pressure value provided by at least one pressure sensor the regulation of the pump curve can be carried out on the basis of one or more valid pressure measurements at specific locations in the distribution network. These locations may be selected in any suitable way. By way of example it is possible to arrange the sensors at so-called critical points (points at which minimum pressure is expected) in the network.

When a pressure parameter of a pump curve is changed the shape of the pump curve is altered. It is possible to keep the maximal pressure, intermediate and minimum pressure parameters of the pump curve and merely change the flow values. However, it is also possible to change the pressure parameters according to one or more pressure values provided by sensors arranged in the distribution network by way of example.

When sensors are arranged in the distribution network it is possible to optimise the pump curve according to measured pressure values. When no sensors are available in the distribution network it may be pos- sible to simply adjust the flow parameters of the pump curve when a low or high flow value is detected because this will indicate that it would be an advantage to change the used pump curve.

In one embodiment of the present invention the control unit is config- ured to change the maximal pressure parameter and/or the minimum pressure parameter and/or one or more intermediate pressure parameters of the pump curve automatically when a max flow and/or a minimum flow and/or a pressure value is determined. Hereby it can be achieved that the pump curve is maintained during stabile conditions and that the pump curve can be changed when the determined flow is very high (e.g. when a max flow is determined) or very low (when a minimum flow is determined). The determined flow may be a flow measurement provided by a flow sensor, however; it may also be a calculated or estimated value. It is possible to change one or more pressure parameters of the pump curve. As long the flow lies within a predefined flow interval the pressure may be regulated by using a pump curve that corresponds to this predefined flow interval. However, when a flow outside this predefined flow interval is detected, it will be possible to adjust the pump curve accordingly. If a very high flow is de- tected, by way of example, it is possible to adjust the maximal pressure parameter. It is possible to change the pump curve according to any of the defected value or values that are derived from the detected values.

In one embodiment of the present invention the control unit is config- ured apply different predefined sets of curves for different time periods (e.g. different curves for different days). By way of example it is possible to generate different sets of regulation regimes corresponding to e.g. working days and weekends, respectively or to day time and night time, respectively. The regulation principles may be the same for differ- ent sets of regulation time regimes - it is possible just to use different values to change the pump curves. By way of example it is possible to use a proportionality curve or a quadratic curve for regulation during both day and night time. Each of these curves can be adjusted separately according to the methods described in this document.

In one embodiment of the present invention the control unit is configured to change the pump curve automatically according to corresponding flow and pressure values determined in the distribution network. When the distribution network comprises means for determining flow and pressure values this information may be used to regulate the pressure curve according to an optimisation criterion that is based on corresponding flow and pressure values determined in the distribution network In one embodiment of the present invention the control unit is configured to optimise the pump curve according to predefined pressure values provided by at least one of the pressure sensors. Hereby it is possible to use one or more pressure sensors to provide pressure information and use this information define pressure curves that can be used for regulating the distribution network. In this manner the control unit may "learn" or "adapt" the pump curve to the distribution network. I† is possible†o use a predefined pump curve fhaf is a proportional curve or a quadratic curve. It may be an advantage that the distribution unit comprises at least one pressure sensor that is configured to communicate wirelessly with the control unit. Hereby it is possible to provide communication between a sensor and the control unit in an easy and flexible way even when the sensor and the control unit are placed far from each other.

The distribution network may be a water distribution network having a plurality of end users. Water distribution networks are widely used and the potential for reducing water leakage is very high. Another example of a distribution network is a district heating system delivering heated water to a number of end users.

It may be an advantage that at least one sensor is arranged at a point in the distribution network where a minimum pressure is expected and/or at a point in the distribution network where the pressure is ex- pected to exceed a predefined value. Typically the pressure in the so- called critical points (points at which minimum pressure is expected) in the network should exceed a predefined value in order to ensure optimal performance and avoid ingress of contaminated water from outside into the distribution network.

In one embodiment of the method according to the present invention the at least one flow value is a determined max flow and/or a minimum flow of the fluid within a predefined time period and the maximal flow of the pump curve is set to the determined peak flow and/or that the minimum flow of the flow curve is set to the determined minimum flow. Thus, the pump curve can be adjusted automatically according to the max flow and/or the minimum flow and hereby a specific adaptation and regulation of the pump curve can be provided so that the generated pressure can be adjusted to the actual required pressure so that the fluid losses can be minimised.

In one embodiment of the method according to the present invention the at least one flow value is measured continuously and that the pump curve is changed automatically by changing the maximum flow parameter and/or the minimum flow parameter and/or one or more intermediate flow parameters of a predefined pump curve as function of time. This method makes it possible to change the pump curve on the basis of events that indicates that the pump curve should be adjusted. Accordingly, the pressure regulation is carried out continuously by using the most suitable pump curve and hence the difference between the provided pressure and the pressure needed in the distribution network can be minimised even when the conditions in the distribution network are changing. In one embodiment of the method according to the present invention the pump curve is changed automatically according to corresponding flow and pressure values determined in the distribution network. In case that the distribution network comprises means for determining flow and pressure values these values may be applied to regulate the pressure curve as intended.

In one embodiment of the method according to the present invention the method comprises the following steps: a) at least one flow is measured in the distribution network;

b) it is determined whether the at least one measured flow lies within a predefined flow area; c) a† least one pressure is measured in the distribution network; d) a pump curve is calculated so that the difference between the measured pressure and a predefined pressure is minimised e) the pressure of the fluid in the distribution network is regulated according to the calculated pump curve.

Hereby a very specific pump curve regulation can be achieved. The flow area is divided into a number of segments and the pump curve can be specified in each of these segments. A very specific pump curve form can be achieved by using this principle.

In one embodiment of the method according to the present invention the method comprises the following steps: a) at least one request signal is send from the control unit to one or more pressure sensors in the distribution network and that;

b) pressure information is send from the one or more pressure sensors in the distribution network to the control unit and that c) a pump curve is calculated so that the difference between the measured pressure and a predefined pressure is minimised and that

e) the pressure of the fluid in the distribution network is regulated according to the calculated pump curve. This method makes it possible to send a request to a pressure sensor in the distribution network and use the returned pressure information to regulate the pump curve so that the provided pressure at the place at which the pressure sensor is placed is adjusted towards preset requirements. The pressure sensors may be configured to measure pressure as they are supplied with energy (for instance electrical energy from the mains or a battery). The sensors should be adapted to receive request signals send from the control unit and to send pressure information to the control unit when a request signal is received. It is possible to use sensors that are configured to measure pressure information only when a request signal is received. In this way energy for performing the pressure measurements and for sending pressure information to the control unit may be reduced. The pressure sensors may measure an absolute pressure or pressure difference (a pressure difference between to pipes or between a predefined reference and a measured pressure by way of example). In one embodiment of the method according to the present invention at least one pressure sensor arranged in the distribution network is configured to generate an alarm if the measured pressure and/or pressure difference is above a first predefined value or below a second predefined value. Hereby it is possible to minimise the rate of which informa- tion is sent from the sensor(s) to the control unit and hence the energy supply of the sensor may have a lower capacity and/or a longer life time.

It may be an advantage if the data transfer between a sensor in the distribution network and the control unit is wireless. The data transfer between a sensor in the distribution network and the control unit is carried out by using a wireless network (e.g. the Global System for Mobile Communications (GSM)), preferable as a text communication service, preferable a Short Message Service (SMS).

The invention is not limited to the described embodiments which can be modified in many ways. This applies in particular to the shape of the pump curves and the distribution networks. Preferred embodiments of the present invention will now be more particularly described, by way of example, with reference to the accompanying drawing, wherein: shows a prior ar† water distribution network; shows a prior art pump curve together with a pump curve according to the invention; shows a water distribution networks according to the invention; shows a district heating network according to the invention; shows a pump curve that is intended to regulate a distribution network; shows another water distribution networks according to the invention; shows another district heating network according to the invention; shows a pump curve according to the invention and shows a quadratic pump curve according to the invention.

Fig. 1 illustrates a prior art water distribution network 2. The distribution network 2 is a water distribution network configured to deliver water from a waterworks 30. The water is pressurised by two pump stations 4 that may comprises a number of pumps 6 (even though only one pump is illustrated the pump station 4 may comprise several pumps 6). The distribution network comprises a pipe system 32 is configured so that water can be delivered to a number of end users 26. A number of pressure sensors 12 and a number of pressure reduction valves 28 are arranged in the network 2. The pump stations 4 pressurises the water to a preset level. The pressure sensors 12 send information to the pump stations 4 so that the required pressure can be provided constantly. A number of pressure reduction va lves 28 are configured to reduce the pressure to different end users 26. Accordingly, it ca n be achieved that the pressure at the end users 26 is reduced to a level that minimises the chance of pipe break down in the end user section of the network 2. The pressure reduction valves 28 may receive pressure information from pressure sensors 1 2 arranged in the network 2.

Fig. 2 illustrates a prior art pump curve 21 and a pressure curve 20 according to the present invention. The pressure curves 20, 21 show the pressure 22 as function of the flow 24. The pump curve 1 6 for one pump are presented together with the pump curve 1 8 for two pumps in the same graph as the pressure curves 20, 21 for regulation of the pressure. The graph shows that the prior art pump curve 21 is a constant curve corresponding to a pressure H i . The pressure curve 20 according to the present invention is a proportiona l curve defining a linear relationship between the flow 24 a nd pressure 22. It ca n be seen that pressure regulation by using the pressure curve 20 according to the present invention will lower the pressure dramatically, especially in the low flow area.

Fig. 3a) illustrates an example of a water distribution network 2 accord- ing to the invention. A pump station 4 is provided near the supply line 8 of the network 2. The network may comprise several pumps 6 even though only one pump is shown. The network 2 comprises a number of end users 26 constituting a n end user section 34. A flow sensor 1 0 a nd a pressure sensor 12 are arranged at the pipe system 32 between the pump station 4 a nd the end user section 34. Information 36 is send from the sensors 10, 1 2 to the control unit (not shown) in the pump station 4. It would be possible to arra nge the flow sensor 10 and the pressure sensor 12 closer†o or in the end user section 34 (e.g. at an end user 26). It would also be possible to apply alternative pressure and flow sensing means that may be integrated in one or more pumps 6 of the pump station 4 by way of example.

In Fig. 3b) a heat distribution network 2 is illustrated. The heat distribution network 2 comprises a heat distribution center 38 and a pump station 4 arranged next to the heat distribution center 38. An inlet pipe 40 is arranged so that heated water can be pumped from the pump station 4 to the end users 26 in the end user section 34. An outlet pipe 42 is arranged parallel to the inlet pipe 40 in the network 2. When the water has been cooled down at the end user 26 in the end user section 34 the water is returned the heat distribution center 38 through the outlet pipe 42. The pressure difference between the inlet pipe 40 and the out- let pipe 42 is being measured by a pressure sensor 12 and this pressure information 36 is send to the control unit (not shown) in the pump station 4. A flow sensor 10 is arranged next to the pump station 4 and flow information is send to the pump station 4. When Fig. 3a) and Fig. 3b) are compared it can be seen that both networks comprise almost the same elements. In the water distribution network 2 presented in Fig. 3a) the absolute pressure is regulated while the pressure difference between the inlet pipe 40 and the outlet pipe 42 is regulated in the heat distribution network 2 shown in Fig. 3b).

In Fig. 3c) a pump curve 20 according to the invention is illustrated. The pump curve 20 may be used to control the pressure in a water distribution network 2 like the one presented in Fig. 3a) which means that the pressure in the distribution network 2 may be adjusted or maintained according to the pump curve 20. The pump curve 20 may also be used to control the pressure difference between the inlet pipe 40 and the outlet pipe 42 in the heat distribution network 2 shown in Fig. 3b). The pressure 22 is plotted as function of the flow 24. The pump curve 1 6 can be achieved by using one pump, while the pump curve 18 can be achieved by using two pumps, however; the in the same graph the pressure curve 20 for regulating the pressure in a network as illustrated in Fig. 3a) or Fig. 3b) is shown. Such pump curve 20 may be achieved by controlling the speed of the pump(s) 6 in the pump station 4.

The graph shown in Fig. 3c) illustrates that the maximal flow Q max as well as the minimum flow Qmin of the pump curve 20 can be changed. The maximal pressure Hmax as well as the minimum pressure Hmin of the pump curve 20 is remained during this regulation strategy.

As long as the flow remains within the interval between Qmin and Qmax the pressure is regulated by using the pump curve 20. However, if a flow bel OW Qmin is detected the lower end of the (flow of the) pump curve 20 is lowered. On the other hand, if a flow above Qmax is detected the upper end of the (flow of the) pump curve 20 is increased. In order to make sure that the pressure regulation is adapting to changing conditions it is possible to log all flow near the end points of the pump curve 20 and define the actual Qmax as the highest detected flow within a predefined time period and/or define the actual Qmin as the lowest detected flow within a predefined time period (so that the pump curve slowly forgets very "old" values). It may be possible to filter (e.g. by using a low pass filter) the detected flow signals so that noise and un- wanted signals can be avoided.

Fig. 4a) illustrates another example of a water distribution network 2 according to the invention. This network 2 comprises the same components as the water distribution network 2 shown in Fig. 3a). However, in addition a number of pressure sensors 12 are arranged in the end user section 34. These pressure sensors 12 are configured to send pressure information 36 to a control unit (not shown) in the pump station 4. Fig. 4b) shows a heat distribution network 2 that is almost equal to the heat distribution network 2 shown in Fig. 4b). The heat distribution network 2 comprises a heat distribution center 38 and a pump station 4 arranged next to the heat distribution center 38. A number of pressure sensors 12 configured to measure pressure difference between the inlet water and the outlet water. The pressure sensors 12 are configured to send pressure information 36 to the control unit (not shown) in the pump station 4.

Fig. 4c) shows a pump curve 20 according to the invention. The pump curve 20 is intended to be applied to control the pressure in a water distribution network 2 like the one presented in Fig. 4a) or the pressure difference between the inlet pipe 40 and the outlet pipe 42 in the heat distribution network 2 shown in Fig. 4b) . Like in Fig. 3c) the pressure 22 is plotted as function of the flow 24. A pump curve 1 6 may be achieved by using one pump and the pump curve 18 can be achieved by using two pumps. The pressure curve 20 for regulating the pressure in a network is illustrated as a proportionality curve (the pressure is a linear func- tion of the flow). This pump curve 20 can be achieved by controlling the speed of the pump(s) 6 in the pump station 4.

In the following one preferred method for updating the pump curve 20 is described. Pressure detections (e.g. measured by pressure sensors) in the network 2 are used to carry out the update of the pump curve 29. It is assumed that one pressure and one pressure reference are related to each measurement point. In one preferred embodiment of the invention it is defined that all measured pressures should exceed their reference, hence we define the following variable for the curve update procedure:

Pdiff = ^m}ⁿ Pi - Pref,, ^< However, maximum value, mean value or others could also be used depending on the requirements of the network 2. The control of the pump is done according to a pump curve. In the case where pump curve is quadratic it is described by the following expression

P_pump = aQ² + bQ + c .

Each time the pump flow Q is inside one of the regions shown in Fig. 4c) or Fig. 5 pressure information on the sensors 12 in the network is requested and the pump curve parameters are updated according to this information. Each flow band can be defined by a middle value (Qt>; for the j^th band) and width 5Q such that the band is given by:

[Qb/-5Q : Q_b;+5Q]

The average values of the flow bands are updated according to the behaviour of the flow in the system, whereas 5Q is a design constant. The following matrix and vector is used for describing how the update of the curve parameters is done

In fact Qbi, Qb2, and Qb3 are not constant; they are varying according to the flows detected in the network 2. In the case where the flow is in band 1 meaning that the pump flow Qbi-5Q < Q < Qbi+5Q a request for the pressure information from the sensors 12 in the network k is send. The requested information can be recalculated to obtain pern and the update can be done by the following expression: ^K Pdiff

Θ k+i = Θ k + A 0

0

where k and k+ 1 mea ns that the k^th updated parameter vector is used for calculate the k+ l ^fh parameter vector. In the case of updates based on measurements from ba nd 2 and 3 the following expressions can be used:

0 0

' k+1 0_k + A ^K Pdiff ' k+1 ■0 _k + A 0

0

Thus, Fig. 4c) and Fig. 5 illustrate that both the maximal pressure pa- rameter Hmax, the minimum pressure parameter Hmin and the flow bands can be changed. Fig. 4c) shows how to adapt a proportiona l pressure curve 20. Fig. 5 shows how to adapt quadratic pressure curve 20. In Fig. 5 three adjustment points are used. Accordingly, both the maximal pressure parameter Hmax, the minimum pressure parameter Hmin ,†he in- termediate pressure Hi and the flow bands can be changed. An alternative implementation would be to use two points and define the gradient at zero flow to be equal to zero since information about at least three parameters of a quadric curve is needed in order to define it. Fig. 4c) and Fig. 5 illustrates that it is possible to cha nge the pump curve 20 in a various ways by using these regulation strategies.

The pump curve 20 may be changed in order to meet an optimisation criterion that may be selected by the manager of the distribution network 2. One optimisation criterion may be to provide the lowest possi- ble pressure and still securing that the required minimum pressure is provided everywhere in the distribution network 2. List of reference numerals

2 Distribution network

4 Pump station

6 Pump

8 Supply line

10 Flow sensing means

12 Pressure sensing means

1 6 Pump curve for one pump

18 Pump curve for two pumps

20 Pump curve

21 Prior art pump curve

22 Pressure

24 Flow

Q Flow value

Qmax Maximal flow

Qmin Minimum flow

Hmax Maximum pressure

Hmin Minimum pressure

Hi Intermediate pressure

26 End user

28 Pressure reduction valve

30 Waterworks

32 Pipe system

34 End user section

36 Information

38 Heat distribution center

40 Inlet pipe

42 Outlet pipe

Qb i First flow limit

Qb2 Second flow limit

Qb3 Third flow limit 44 - First segment

46 - Second segment

pi - The /= 1 , ... ,n pressure measurement in the network

Preii - The reference pressure on the i^th sensor /= 1 , ... , n. d/ff - The minimum of the n pressures measured p; /= 1 , ... , n in the network.

Q - The pump flow

Ppump - The pump pressures. This pressure is preferably measured as the output pressure of the pump in the case of a water distribution network.

A - A matrix containing expressions of the flow band positions.

Θ - Parameter vector that contains the parameters that describes the pump curve.

a,b,c - The parameters describing the quadratic pump curve.

5Q - The width of the flow bands.

K - A design constant with a value between 0 and 1 .

This constant defines how fast the correct curve is reached; hence it is a filter constant.

Claims

A system for controlling the pressure of a fluid in a distribution network (2) that comprises:

at least one pump station (4) having a number of pumps (6) that are configured to pressurise the fluid from a supply line (8); means ( 10) for determining at least one flow value (Q) of at least a part of the distribution network (2) and

a control unit for controlling the activity and/or speed of the pump(s) (6) of the pump station (4) according to a predefined pump curve (20) defining the relationship between the pressure (22) and the flow (24) of the fluid pressurised by the pump station (4)

characterised in that the control unit is configured to change the pump curve (20) automatically according to at least one determined flow value (Q) .

A system according to claim 1 characterised in that

the at least one flow value (Q) is a determined maximal flow (Qmax) and/or a minimum flow (Qmin) of the fluid pressurised by the pump station (4) within a predefined time period and that the control unit is configured to adjust:

a) the maximal flow of the pump curve according to a determined max flow (Qmax) and/or

b) the minimum flow of the flow curve according to a determined minimum flow ( Qmin) .

A system according to claim 1 or claim 2 characterised in that the at least one flow value ( Q) is measured continuously and that the control unit is configured to change the pump curve (20) automatically by changing the maximum flow parameter and/or the minimum flow parameter of a predefined pump curve (20) as function of time.

A system according to one of the preceding claims characterised in that at least one pressure sensor ( 12) is arranged in the distribution network and that the control unit is configured to change the maximal pressure parameter and/or the minimum pressure parameter and/or one or more intermediate pressure parameters of the pump curve (20) automatically according to at least one pressure value provided by at least one pressure sensor ( 12).

A system according to claim 4 characterised in that the control unit is configured to change the maximal pressure parameter and/or the minimum pressure parameter and/or one or more intermediate pressure parameters of the pump curve (20) automatically when a max flow (Qmax) and/or a minimum flow (Qmin) and/or a pressure value is determined.

A system according to one of the preceding claims 4-5 characterised in that the control unit is configured to change the pump curve (20) automatically according to corresponding flow and pressure values determined in the distribution network (2).

A system according to claim 6 characterised in that the control unit is configured to optimise the pump curve (20) according to predefined pressure values provided by at least one of the pressure sensors ( 12).

A system according to one of the preceding claims characterised in that the at least one pressure sensor ( 12) is configured to communicate wirelessly with the control unit. A system according to claim 4 characterised in that at least one sensor ( 12) is arranged at a point in the distribution network (2) where a minimum pressure is expected and/or at a point in the distribution network (2) where the pressure is expected to exceed a predefined value.

A method for controlling the pressure of a fluid in a distribution network involving the following steps:

determining at least one flow value (Q) of at least a part of the distribution network (2);

generating a pressure according to a predefined pump curve (20) defining the relationship between the pressure and the flow

characterised in that the pump curve (20) is changed automatically according to at least one determined flow value.

A method according to claim 1 1 characterised in that the at least one flow value ( Q) is a determined max flow (Qmax) and/or a minimum flow (Qmin) of the fluid within a predefined time period and

that the maximal flow of the pump curve (20) is set to the determined max flow (Qmax) and/or that the minimum flow of the flow curve is set to the determined minimum flow ( Qmin) .

A method according to claim 10 or claim 1 1 characterised in that the at least one flow value (Q) is measured continuously and that the pump curve (20) is changed automatically by changing the maximum flow parameter and/or the minimum flow parameter of a predefined pump curve (20) as function of time.

A method according to one of the claims 10-12 characterised in that the pump curve (20) is changed automatically according to corresponding flow and pressure values determined in the distribution network (2).

A method for controlling the pressure of a fluid in a distribution network (2) according to one of the claims 10-13 characterised in that a system according to one of the claims 7-10 is used.

A method for controlling the pressure of a fluid in a distribution network (2) according to one of the claims 10-14 characterised in that:

a) at least one flow is measured in the distribution network (2); b) it is determined whether the at least one measured flow lies within a predefined flow area;

c) at least one pressure is measured in the distribution network (2); d) a pump curve (20) is calculated so that the difference between the measured pressure and a predefined pressure is minimised

e) the pressure of the fluid in the distribution network (2) is regulated according to the calculated pump curve (20).

A method for controlling the pressure of a fluid in a distribution network according to one of the claims 14-15 characterised in that a) at least one request signal is send from the control unit to one or more pressure sensors ( 12) in the distribution network (2) and that;

b) pressure information is send from the one or more pressure sensors ( 12) in the distribution network (2) to the control unit and that

c) a pump curve (20) is calculated so that the difference between the measured pressure and a predefined pressure is minimised e) the pressure of the fluid in the distribution network (2) is regulated according†o the calculated pump curve (20).

A method for controlling the pressure of a fluid in a distribution network (2) according†o one of the claim 16 characterised in that at least one pressure sensor ( 12) arranged in the distribution network (2) is configured†o generate an alarm if the measured pressure and/or pressure difference is above a first predefined value or below a second predefined value.

A method for controlling the pressure of a fluid in a distribution network (2) according to one of the claim 1 6-1 7 characterised in that the data transfer between a sensor ( 10, 12) in the distribution network (2) and the control unit is wireless.

A method for controlling the pressure of a fluid in a distribution network (2) according to one of the claim 10-18 characterised in that different predefined sets of curves are used to regulate the pump curve 20 at different time periods.