A complete overview of the need for steam storage to meet peak load demands in specific industries, including the design, construction and operation of a steam accumulator, with calculations.
The purpose of a steam accumulator is to release steam when the demand is greater than the boiler’s ability to supply at that time, and to accept steam when demand is low. Steam accumulators are sometimes thought of as relics of the ‘steam age’ with little application in modern industry.
Contemporary boilers are significantly smaller than their counterparts of only 30 years ago. This reduction in boiler size has been brought about by users, who demand that boilers be:
Note: The information to create Table 3.22.1 was supplied by Thermsave. Imperial units are also shown in the Table to provide an insight into the factors applied in the designing of boilers in the past.Steam demands on any process plant are rarely steady, but the size and type of the fluctuations depend on the application and the industry. Peaks may occur once a week or even once a day during start-up. The biggest problems caused by peak demands are usually associated with batch processing industries:
Peak demands and subsequent pressure drops may have quite serious consequences on factory production.
At worst, the result is a boiler ‘lockout’, due to the elevation of water level caused by rapid boiling, followed by its collapse. This is seen as a low water level alarm by the level controls.
At best, the steam produced is wet and contaminated. This, coupled with a reduction in pressure, can lead to:Modern boilers are very efficient when properly loaded and respond quickly to load increases, provided that the boiler is firing. However, conventional shell boilers are generally unable to meet large peak demands in a satisfactory way and should be protected from large fluctuating loads. Various methods are used in an attempt to create a stable load pattern to protect the boiler plant from the effects of large fluctuating loads.
Pressure maintaining valves (also called surplussing valves) can be used as load shedding devices by isolating non-essential parts of the plant and thereby giving priority to essential plant, a typical arrangement is shown in Figure 3.22.2. The success of this method again depends on the severity of the peaks and the assumption that the boiler is firing when the peak develops.
Surplussing valves can also be fitted directly to the boiler or on the steam main to the factory, as shown in Figure 3.22.3.
The set pressure should be:
Two-element or three-element water level control. These can be successful as long as the peaks are not violent and the boiler is firing when the peak develops; the boiler must also have sufficient capacity.
Two-element control uses inputs from the boiler water level controls and the steam flowrate to position the feedwater control valve.
Three-element control uses the above two elements plus an input from a feedwater flow measuring device to control the incoming feedwater flowrate, rather than just the position of the feedwater control valve. (This third element is only appropriate on boilers which use modulating level control in boiler houses with a feedwater ring main.)
Example 3.22.1
A boiler is rated at 5 000 kg/h 'From and At'
The high/low fire pressure settings are 11.3/12.0 bar g respectively (12.3/13.0 bar a).
The surplussing valve setting is 11.0 bar g (12.0 bar a).
In this example, at low fire, the boiler pressure is given as 12 bar g (13 bar a).
It can be calculated from Equation 3.21.2 that the pressure after the fully open surplussing valve is 11.89 bar g (12.89 bar a).
Consequently, the pressure drop is small (0.11 bar) and would not be significant in normal operation. However, if the pressure should fall to 11.0 bar g, the surplussing valve will start to close in order to maintain upstream pressure.
The proportional band on the controller should be set as narrow as possible without making the valve 'hunt' about the set point.
Both methods of applying pressure-maintaining valves may provide protection to the boiler plant, but they will not overcome the fundamental requirement of more steam for the process.These include, for example, staggered starts on processes to keep peak loads as low as possible. This method of smoothing out peaks can be beneficial to the boiler plant but may be detrimental and restrictive to production, having much the same effect as the pressure-maintaining valve. It is, however, impossible to smooth out short-term peaks using only management methods. In a factory where there are many individual processes imposing such peaks it is possible for this to have a levelling effect on the load, but equally so, it is also possible for the many individual processes to peak simultaneously, with disastrous effects. If the above methods do not provide the required stability of demand, it may be time to consider a means of storing steam.
The most appropriate means of providing clean dry steam instantaneously, to meet a peak demand is to use a method of storing steam so that it can be 'released' when required. Storing steam as a gas under pressure is not practical due to the enormous storage volume required at normal boiler pressures. This is best explained in an example: In the example used later in this Module, a vessel with a volume of 52.4 m³ is used.
A steam accumulator in the steam system gives increased storage capacity. Proper design of the steam accumulator ensures that any flowrate can be catered for. There are no theoretical limits to the size of a steam accumulator, but of course practical considerations will impose restrictions. In practice the steam accumulator volume is based on the storage required to meet a peak demand, with an allowable pressure drop, whilst still supplying clean dry steam at a suitable steam release velocity from the water surface. Example 3.22.2 below, is used to calculate the potential of steam capacity in a horizontal steam accumulator. Example 3.22.2 Boiler: Maximum continuous rating = 5 000 kg/h Normal working pressure = 10 bar g (hf = 781 kJ/kg, from steam tables) Burner switching differential = 1 bar (0.5 bar either side of 10 bar g) Plant requirements: Maximum instantaneous overload = 12 000 kg/h Distribution pressure = 5 bar g Although the maximum instantaneous overload is 12 000 kg/h, the mean value of the overload should be used to size the accumulator. This prevents unnecessary oversizing of the accumulator. Equally, it is necessary to determine and use the mean 'off-peak' load in the sizing calculation. Off-peak load is any load below the boiler MCR. Finding the mean value of the overload and off-peak load There are three possible methods to establish the mean loads for existing boiler plant:
However, if the boiler plant is still at the design stage, an educated guess will be the only option. From the designer's knowledge of the installation, it should be possible to give a reasonable estimate of the maximum plant load, the load diversity, and the times over which they occur.
Method 2 is quite easy to expedite, and should give a reasonably accurate result.
Method 3 would provide the most accurate results, and the cost of the steam meter is small relative to the overall cost of an accumulator project.
The following procedure shows how to determine the mean steam loads from an existing chart recording the load pattern. The procedure is built up from Figure 3.22.4, which shows the flow pattern for Example 3.22.2.

The following is a review of the equipment required for a steam accumulator installation, together with some guidance on sizing and selection of appropriate equipment. Using figures from Example 3.22.2: Boiler: Maximum continuous rating = 5 000 kg/h Normal working pressure = 10 bar g Accumulator: Mass of water required for steam storage = 65 920 kg (fully charged and 90% of vessel volume) P1 (boiler pressure) = 10 bar g (fully charged) P2 (discharge pressure) = 6 bar g (fully discharged) Plant requirements: Pressure = 5 bar g Largest mean overload = 10 300 kg/h for 30 minutes every 95 minutes, of which, 5 000 kg/h is supplied by the boiler. From these figures it can be deduced that 65 920 kg of water must be heated from saturation temperature at 6 bar g to saturation temperature at 10 bar g in 95 minutes. Pipework The pipework between the boiler and the steam accumulator should be sized, as per normal practice, on a steam velocity of 25 to 30 m/s and the maximum output of the boiler. In the case of Example 3.22.2, this would require a DN100 pipeline from the boiler to the accumulator, to carry the boiler Maximum Continuous Rating (MCR) of 5 000 kg/h @ 10 bar g. The pipework from the accumulator to the downstream PRV should be sized on the maximum instantaneous overload and a velocity of no more than 20 m/s. This would require a DN250 nominal bore pipe for this example, with an accumulator design pressure of 6 bar g. Stop valve A line-size stop valve is required in addition to the boiler crown valve. A suitably rated stop valve, preferably in cast steel, would be appropriate. Check or non-return valve A line-size check valve is required to prevent reverse flow of the steam back to the boiler in the event of the boiler being deliberately shut down, or perhaps, the boiler locking-out. A disc check valve would be an appropriate choice. Surplussing valve The surplussing valve is essential to ensure that the rate at which steam is flowing from the boiler to the accumulator is within the capability of the boiler. Example 3.22.1, shows how the valve would be sized. Pilot operated, self-acting surplussing valves may be used in smaller installations, provided the narrow (and non-adjustable) proportional band is acceptable. A pneumatic controller and control valve is more appropriate to larger installations, and offers the advantage of an adjustable proportional band. For this application a DN100 pneumatically operated control valve with appropriate operating and shut-off capability, would be selected.
A properly sized steam inlet pipe must feed to well below the water surface level and into a steam distribution header/manifold system such as shown in Figure 3.22.6.
The steam is injected into the water.
It is important to remember that the injector capacity will reduce as the pressure in the vessel increases, as the differential pressure between the injected steam and the vessel pressure is reduced.
At very low flowrates the steam will tend to issue from the injectors closest to the steam inlet pipe(s).
The design of the inlet pipe(s) and the manifold system, together with the placement of the injectors, must provide even injection of steam throughout the length of the accumulator regardless of actual steam flowrate.
The discharge from the injectors will be very hot water and steam, possibly with some condensing steam bubbles, at very high velocity, promoting turbulence and mixing in the water mass. They should not discharge directly against, or close to, the walls of the vessel. Angled installation may therefore be advisable. Ideally, they should also be angled in different directions to assist with more even distribution.
A nominal arrangement is shown in Figure 3.22.6.
In very long vessels, more regular distribution may be achieved if two or more inlet pipes are used. In such cases, it is very important that the inlet pipes are carefully manifolded together from the supply main.
All the injectors should be installed as low down in the accumulator as possible to ensure the maximum possible liquid head above them. It may also be appropriate to install the injectors at a slight angle to avoid erosion of the vessel.
Manufacturers’ sizing tables will give the Kvs value of steam injectors (see Table 3.22.2)
Using the data from Table 3.22.2 and referring to Figure 3.22.8, an extract from the saturated steam sizing chart Figure 3.22.9:

The above exercise gives a capacity of 760 kg/h for one injector; but this only relates to the start of the charging period, when the vessel pressure is at its lowest, and the injector capacity is at its highest.
It must be remembered that, as more steam is injected into the vessel, the vessel pressure will rise, effectively reducing the injectors’ capacities, until the vessel pressure may eventually equalise with the boiler pressure, and no flow can take place.
Because of this, it is not practical to use the one (highest) flowrate, 760 kg/h in this example.
Instead, it is necessary to find the mean injection rate over the charging period.
This can be done by using Equation 3.21.2 to calculate the flow at different vessel pressures.
In this example, the vessel pressure will vary between 6 bar g and 10 bar g. The greater the number of pressures taken, the greater the accuracy but, in general, taking increments at 10% of the difference between boiler and accumulation pressure will give a reliable mean value. Table 3.22.3 shows the calculations for an IN25 injector (1") with a Kv of 5.8.
The total flow of 6 076 kg/h is divided by the number of entries. it must be remembered to include the zero entry as well; hence there are eleven entries to consider.
It can be seen that the mean flowrate of 553 kg/h is somewhat less than the maximum capacity of 759 kg/h. If the maximum capacity were used to quantify the number of injectors, then not enough injectors would be chosen.
The number of injectors required can be determined by dividing the steam flow by the amount a single injector can supply.
Note: A number of smaller injectors would be preferable to one large injector to ensure proper mixing within the steam accumulator.
This sizing chart is empirical and should not be used for critical applications

From the load patterns shown in Figure 3.22.4, it has been shown that the minimum time between charge cycles is 95 minutes. It is now necessary to check that the vessel can be recharged in less time than this.
It has been shown that the quantity of steam used during the discharge period is 2 650 kg.
The mean surplus flow of steam available during the recharging period has been calculated from Figure 3.22.4 as 2 916 kg/h.
The time required for recharging is proportional to the ratio of the mass of steam used during discharge to the rate of surplus steam flowing in the off-peak period:
As the required recharging time is less than the time between the shortest overload cycle of 95 minutes, the balance between the overload time and the recharging time can be satisfied by the accumulator.
Therefore, the accumulator size of 7 metres long by 4 metres diameter provides sufficient capacity for this particular example.
A suitably ranged pressure gauge is required to show the pressure within the steam accumulator. Ideally it should be marked to show:
If the maximum working pressure of the accumulator is equal to, or greater than that of the boiler, then a safety valve(s) may not be required. However, the user may be concerned about other less obvious scenarios. For example, in the event of a plant fire, if the accumulator were fully charged and all the inlets and outlets were closed, the pressure in the accumulator could rise. A discussion with the insurance inspector would be essential before a decision is made. As with all safety valve installations, the discharge should be to a safe area through an adequately sized vent pipe, which is properly drained.
When the steam accumulator starts from cold, the steam space is full of air. This air has no heat value, in fact it will adversely affect the steam plant performance (as demonstrated in Dalton's Law) and also have the effect of blanketing heat exchange surfaces. The air will also give rise to corrosion in the condensate system. The air may be purged using a simple cock, normally left open until the steam accumulator is pressurised to about 0.5 bar. An alternative to the cock is a balanced pressure air vent, which not only relieves the boiler plant operator of the task of manually purging air (and hence ensuring that it is actually done), but is also more dependable in purging any other gases which accumulate in the vessel during use. Conversely, when the steam accumulator is taken off line, the steam in the steam space condenses and leaves a vacuum. This vacuum causes pressure to be exerted on the vessel from the outside, and can result in air leaking in through the inspection doors. A vacuum breaker will avoid this situation.
This valve would be used to drain the vessel for maintenance and inspection work. A DN40 valve would be suitable for the size of the accumulator in Example 3.22.2.
A ball float trap with integral thermostatic air vent must be fitted as in Figure 3.22.10. When installed as shown, the water level inside the accumulator will not rise above this point because the trap will operate as an automatic overflow valve. When the water level drops, that is, when steam is drawn off at a faster rate than it is replaced, the trap will automatically close to prevent the escape of steam. The use of a float trap with an integral thermostatic capsule as a level limiting device, offers the additional advantage of air venting. The trap should be installed near to the gauge glass. The discharge from the trap should be directed back to the boiler feedtank, taking care to avoid excessive backpressure or lift. The size of float/thermostatic trap will vary according to the size of the accumulator, and would typically be size DN32 or DN40 for Example 3.22.2.
The variation in level within the steam accumulator will not be great because only 5% (approximately) of the mass of water will flash to steam, however, some means of viewing the water level is essential. Clearly the gauge should be rated to operate at the steam accumulator maximum working pressure. However, from a stock holding and plant standardisation point of view, there is some merit in using a gauge the same as the boiler. Only a single gauge glass is required.
A pressure reducing station is fitted to the discharge. As the pressure reducing valve opens to maintain the downstream pressure, a reduction in pressure occurs in the steam accumulator causing some of the water to flash to steam. The pressure reducing valve should be sized on the following data: P1 = Accumulator pressure (6 bar g on example) P2 = Plant pressure (5 bar g on example) ΔP = 6 - 5 = 1 bar Flowrate = Maximum overload flowrate (12 000 kg/h on example) An appropriate valve can now be selected either from the manufacturer's sizing charts or using the saturated steam sizing chart shown in Figure 3.22.9. For sizes up to DN80, a pilot operated self-acting valve would be suitable, whilst a pneumatically actuated control valve is appropriate on larger sizes.
It is appropriate at this point to check that the pipework between the steam accumulator pressure reducing station and the plant is adequately sized. This pipe should be sized as per normal practice on a steam velocity of 25 to 30 m/s, but using the peak flowrate from the steam accumulator at the plant pressure, in this instance 5 bar g.

Figure 3.22.11 shows all the steam generated by the boiler plant passing through the steam accumulator. This is the more modern generally preferred arrangement.
The arrangement shown in Figure 3.22.12 was more commonly used in the past and is still useful when the steam accumulator must be sited some distance from the steam main. However, the check valves should be checked regularly, as a combination of ‘sticking’ and ‘passing’ valves can result in steam being charged to the steam accumulator above the steam surface, which brings no benefit.
Figure 3.22.13 shows an arrangement where steam at boiler pressure is required as well as steam at a lower pressure.
Some process applications cannot tolerate low pressure steam, and steam at boiler pressure may be required at all times (typically for a drying process). If a peak load is caused by the high pressure users, the pressure maintaining valve in Figure 3.22.13 would sense a pressure drop, and modulate towards its seat, thereby reserving high pressure steam for the high pressure users, thus leaving the steam accumulator to supply the low pressure demand during this period. In this way the system supplies a low pressure fluctuating load via the steam accumulator and the maximum possible flowrate for the high pressure load is ensured by the action of the pressure maintaining valve.
In Figure 3.22.14, the boiler is steaming at its normal design pressure, for example 10 bar, and the steam passes to variable loads which require not more than, for example 5 bar. Pressure reducing valve A is reducing pressure between the boiler header and the distribution main in the plant, responding to the pressure sensed in the 5 bar line.
If the steam demand should exceed the capacity of this supply from the boiler, and the pressure in the low pressure main falls below, for example 4.8 bar, valve B will begin to open and supplement the supply. This draws steam from the steam accumulator, and over a sustained period the steam accumulator pressure will fall. Valve B is responding to the downstream pressure in the distribution main, thus acting as a pressure reducing valve also. Its capacity should match the discharge rate permitted for the steam accumulator, and it will be smaller than pressure reducing valve A.
Valve C is a pressure-maintaining valve, responding to the boiler pressure. If the pressure rises because of reduced demand from the plant, pressure-maintaining valve C opens. Steam is then admitted to the steam accumulator that is recharged towards its maximum pressure, a little below boiler pressure. Pressure reducing valve B will be closed at this time because the plant is receiving sufficient steam through the (partially closed) pressure reducing valve A.

Bypasses In any plant, the engineering manager must endeavour to provide at least a minimum service in the event that the steam accumulator and its associated equipment either requires maintenance or breaks down. This will include the provision of adequate and safe isolation of the accumulator with valves, and perhaps some means of protecting the boiler from overload if large changes in demand cannot be avoided. The most obvious solution here is a stand-by pressure-maintaining valve.

Steam accumulators are not old fashioned relics from the past. Indeed, far from it. Steam accumulators have been installed throughout modern industry including bio-technology, hospital and industrial sterilisation, product testing rigs, printing and food manufacturing, as well as more traditional industries such as breweries and dyehouses. Modern boilers have become smaller and there is also an increase in the use of small water-tube boilers, coil boilers and annular boilers, all of which are efficient, but which reduce the thermal capacity of the system, and make it vulnerable to peak load problems. There are many further applications for steam accumulators. For long term peaks which the boiler plant must ultimately handle, a steam accumulator can be used to store, for example, 5 minutes of the peak flowrate, allowing time for the boiler plant to reach the appropriate output safely. Steam accumulators can also be used with electrode or immersion heater boilers so that steam can be generated off peak, stored, and used during peak times. The possibilities are endless. In summary, the steam accumulator is an efficient tool, as it may well provide the most cost effective way of supplying steam to a batch process. Acknowledgement Spirax Sarco acknowledges the help and information provided by: Wilson Steam Storage Ltd., Chesterfield, Derbyshire, S41 8NG