This invention relates to control of pressure in a water distribution network.
Water distribution networks supply water from a treatment works to the eventual consumers, domestic or commercial, through pipes of decreasing diameter. The flow of water across the network is controlled by pumps and valves. Pumps are typically provided at pumping stations and operate at varying pressures and flow rates to move water through the different diameter pipes. There are generally two types of pump; transfer pumps which move large volumes of water, and level of service pumps, which operate to keep a given pressure in a part of the network. Each pump delivers water through a non-return valve which opens at a given pressure differential across it and closes at a given flow through it. It is well known that a rapid change in velocity of water in such a network produces a transient surge or pressure spike, which travels as a wave along the pipes. Such a change can be provoked by starting or stopping a pump, or a rapid change in flow through a pump as it changes speeds, or the opening or closing of a valve. For example, when a pump starts, static water from a supply pipe is drawn quickly into the suction side, causing an initial drop in pressure. The body of water in the supply pipe begins flowing, but the drop in pressure produces a pressure wave which dissipates over a period of time as the flow system equilibrium is achieved. The opposite will happen on the delivery side of the pump, where the body of water adjacent to the pump is static. A sudden input of water at high pressure from the pump will start to move the static body of water. This causes an initial pressure increase, causing a pressure wave which dissipates over a period of time as the flow system equilibrium is achieved. When the pump stops, there is an even bigger effect, because of the energy in the flow. On stopping, the water in the supply pipe is forced to stop, and a region of high pressure builds up behind the pump and a region of low pressure in front of it. The non-return valve closes at a given flow rate. The momentum of the water is transferred to the pump, and a reaction force is generated, forming an oscillating pressure wave travelling along the pipe. The pressure waves are transient, but travel through the network, causing vibration and leading to damage to pipes and pumps. While the existence of these pressure spikes has been known for many years, it is only recently that high speed pressure loggers have become available to measure the pressures involved over a short period of time. It is known to use pressure reduction vessels in the network to dissipate these pressure spikes, but these may not be adequate, as they do not react sufficiently quickly to dissipate the surge or spike fully. They also are extra components, requiring installation and maintenance.
The pumps are driven by electric motors. Older centrifugal pumps usually operate at a constant speed, but modern pumps are typically centrifugal pumps, controlled by variable speed devices, and which can be set to operate at an optimum or varying speed for the requirement of the installation. Centrifugal pumps on starting are driven by the motor up to the optimum speed quickly, in order to maintain lubrication of the pump to minimize damage. Conversely, on stopping, the pump is controlled to decrease from the optimum speed to zero quickly, also to maintain lubrication to avoid damage. This is the case even though it is possible to control the motor speed in order to protect it and save energy. It has been found that as long as the pump comes up to a threshold speed or decreased from an intermediate speed quickly, damage to the pump is avoided but some control of pump speed, and thus fluid flow and pressure is possible.
According to a first aspect of the invention, in a water distribution network having at least one pump device for distributing water over the network, the pump device comprises a pump driven by an electric motor and a variable speed device, and means for operating the pump in phases, such that on starting the pump in a first starting phase the pump speed rises rapidly from zero to a threshold speed between zero and a maximum pump speed, in a second starting phase the threshold speed is maintained, in a third starting phase the pump speed is increased more slowly to a maximum speed, and in a fourth operating phase the maximum speed is maintained.
This operation means that in the first starting phase the pump is not damaged as it starts rapidly, but only a small surge or pressure spike is generated because of the lower threshold speed. In the second starting phase the flow and pressure from the surge in the first phase can settle, and in the third starting phase the gradual increase in speed does not create a pressure spike. There is no damage to the pump caused by the gradual increase as the water is flowing. In the fourth operating phase the pump operates as normal to supply the water. It has been found that this phased operation substantially eliminates surges and pressure spikes, so it is not necessary to allow for their dissipation by including expansion vessels.
The increase of pump speed in the third phase may include stages of increase and maintained speed until the maximum speed is reached. This assists further in preventing pressure spikes.
According to a second aspect of the invention, in a water distribution network having at least one pump device for distributing water over the network, the pump device comprises a pump driven by an electric motor and a variable speed device, and means for operating the pump in phases such that on stopping the pump, in a first stopping phase the pump speed decreases gradually from a maximum speed to an intermediate speed, and in a second stopping phase the pump speed decreases rapidly from the intermediate speed to zero.
The gradual decrease in the first stopping phase means that pressure spikes are avoided. The rapid decrease in the second stopping phase avoids damage to the pump as it maintains the lubrication, but limits the creation of pressure spikes because the reduced flow at the beginning of the second stopping phase means that the energy in the flow is reduced.
Further phases may be included, such that the intermediate speed is maintained in a third stopping phase, before the second stopping phase of rapid decrease to zero. The intermediate speed may be the same as the threshold speed. The third stopping phase may also include stages of maintained speed and decrease.
It will be appreciated that the first and second aspects of the invention may be combined. For each aspect the pump operating means conveniently comprises a microprocessor means, such as a programmable logic circuit, used to control the variable speed device to control the electric motor. The use of a programmable logic circuit has the advantage that the phases and speeds can be changed if requirements alter, or set up easily to accommodate different pumps. The programmable logic circuit may be separate from the pump or provided as a component of the pump.
The variable speed device preferably includes an inverter used to control the frequency and voltage supplied to the electric motor according to the demand in the system. The inverter is connected to the non-return valve for the pump. The non-return valve opens after the pump starts, having an open point at which it cracks open to allow flow. It then opens fully. The non-return valve has a close point at a given flow as the pump stops. The points at which the non-return valve opens and closes may be used to determine the transitions between the starting or stopping phases.
For example, on pump starting, the open point of the non-return valve can determine the end of the first starting phase. The open point may be determined empirically for each pump in its particular location, and the programmable logic circuit programmed according to the speed of the pump at the open point, that is, the threshold speed. The length of the second and third starting phases may also be determined empirically. The length of the fourth operating phase will depend on the demand for water in the network.
On pump stopping, the close position of the non-return valve may be used to determine a change in the rate of decrease at the intermediate speed, or to trigger the next phase.
Conveniently, a pressure sensor is provided on each side of the non-return valve. The pressure sensors are connected to the pump operating means to indicate when the non-return valve is about to open, that is, when there is the predetermined pressure differential across the valve. This enables the pump operating means to determine the pump speed at the open position automatically, thus taking differing conditions into account.
The pressure sensors cannot be used to measure the close point of the non-return valve because that depends on flow through the valve rather than pressure across it. It is then assumed that the close point is at the same pump speed as the open point, and the decrease in pump speed can be determined as described above.
Embodiments of the aspects of the invention are described, by way of example only, in the accompanying drawings, in which:
The water distribution network 1 of
The pumping station 6 shown in
In the third phase 24 the slower rise in speed to the optimum or maximum speed does not create a pressure spike. There is no risk of damage to the pump 7 as the water is flowing and maintaining lubrication of the pump. This method of operation does not affect the volume of water pumped to any significant extent.
In
It will be appreciated that the use of a programmable logic circuit as the operating means 10 has the advantage that the speeds and phase lengths can be changed if requirements alter. A programmable logic circuit can also be set up easily to accommodate different pumps 7.
The non-return valve 11 may be used in the setting up of the operating means 10. The non-return valve 11 cracks open to allow flow at a predetermined pressure differential across the valve, determined by the force in a spring (not shown), and then opens fully. The non-return valve 11 closes when the flow through it falls to a given level, equivalent to a pump speed. The point at which the non-return valve 11 cracks open (the open point) and closes (the close point) may be used to determine the transitions between the starting phases and/or the stopping phases.
Thus, on pump starting, the open point of the non-return valve 11 can determine the end of the first phase 20. The open point may be determined empirically for each pump 7 in its particular location in the network 1, and the programmable logic circuit programmed for the threshold speed according to the pump speed at the open point.
On pump stopping, the close position of the non-return valve 11 may determine the intermediate speed for the transition between the first and second stopping phases.
The length of the various phases will also be determined empirically.
As explained above, the pressure sensors 12 cannot indicate the close point of the non-return valve 11. The operating means 10 may then be programmed to take the threshold speed of the second starting phases 22 as the intermediate speed for the second stopping phase 32, or a given amount above or below that speed.
Number | Date | Country | Kind |
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1717116.6 | Oct 2017 | GB | national |