Booster pumps, pressure zones and high-rise water supply

In PLB-130, Maya learned how Kingsway Tower's twelve storeys were split into two pressure zones: the lower floors fed through a pressure-reducing valve station, and the upper floors fed directly by a triplex booster pump set. At Ridgeview, the same ideas came back with higher stakes. The new east wing is eight storeys over a basement, but it connects to an existing hospital tower of eighteen storeys, and the whole campus shares a central plant. The booster set serving the wing had to keep operating rooms, intensive care and dialysis supplied through a power failure, a pump failure and a city main shutdown. "At Kingsway, if the booster trips, residents complain," Raj said. "Here, if it trips, surgeons stop." This lesson goes deeper into booster pump selection, control and redundancy, and into pressure zoning for taller buildings.

Why tall buildings need zones

Water pressure changes with height: about 9.81 kPa for every metre of elevation. A building 60 m tall has nearly 590 kPa less pressure at the top than at the bottom when the water is still. Plumbing fixtures work well within a fairly narrow range of pressure. Below about 140 to 200 kPa, showers are weak and flush valves may not work properly; above 550 kPa, the plumbing code requires a pressure-reducing valve, because high pressure wastes water, causes noise and splashing, and wears out valves and fixtures. Fitting a 590 kPa difference into a band only about 350 kPa wide is impossible with one system. The building has to be divided into vertical zones, each with its own pressure regime.

The usual target in each zone is a pressure at the top fixtures of at least the minimum the fixtures need, often around 240 kPa for flush valves at the top of the zone, and no more than the code maximum at the lowest fixtures. With 240 kPa at the top and 550 kPa at the bottom, a zone can span about 310 kPa, or roughly 31 m of height. With storeys about 3.6 m tall, that is about eight or nine floors per zone.

Zoning arrangements

Designers use several arrangements to create zones, alone or in combination.

• City pressure for the low zone. The lowest floors are fed directly from the city main, often through a pressure-reducing valve if city pressure is high.
• Booster pumps with pressure-reducing valve stations. One booster set delivers enough pressure for the top zone, and each lower zone is fed through its own pressure-reducing valve station. This is common and keeps the pump plant in one place.
• Separate booster sets for each zone. Each zone gets its own pumps, sized for its height and flow. This avoids large pressure-reducing stations but needs more pumps and more floor space.
• Roof or intermediate tanks. Very tall buildings sometimes pump water up to storage tanks on intermediate mechanical floors or the roof, and let the zones below be fed by gravity. Tanks also provide reserve water during a supply interruption, but they must be designed and maintained so the water does not stagnate, and they add structural weight.

Pressure-reducing valve stations for zones are built with two valves in parallel, sized for low and high flow, so that small flows at night are controlled smoothly and peak flows are still met. Each station has isolation valves, a bypass arrangement or redundant valves so one can be serviced without shutting off the zone, strainers, gauges on both sides, and a pressure relief valve on the low-pressure side in case a valve fails open. Kingsway's station used 50 mm and 80 mm valves in parallel; larger buildings may use three.

Booster pump sets

A modern domestic water booster set is a packaged assembly of two or more pumps on a common base with suction and discharge headers, check and isolation valves on each pump, a pressure sensor on the discharge, a control panel and usually variable-frequency drives. The drives speed the pumps up and down to hold a constant discharge pressure as demand changes. At low flow, one pump runs slowly; as demand rises, it speeds up, and a second pump starts when the first reaches its limit. Pumps alternate duty so they wear evenly. A small hydropneumatic tank on the discharge stores a little pressurized water so the pumps do not start and stop for every small draw, such as a single toilet refilling at night.

Booster sets connected directly to the city main must protect the main. If the pumps pulled too hard on the suction side, they could drop the pressure in the city main and affect neighbours or, in the worst case, create a vacuum. Utilities therefore require a low suction pressure cutoff that stops the pumps if suction pressure falls below a set value, and many limit the maximum flow a booster may draw. A backflow preventer at the service, required anyway for a building of this kind, protects the main from water returning from the building. Some utilities require a break tank, an open tank with an air gap fill, between the main and the pumps, which fully isolates the building but brings tank maintenance and water quality duties.

Calculating the pump head

The booster must lift water from the pump to the highest fixture it serves, overcome friction in the pipe and fittings, and still deliver the minimum pressure the highest fixture needs. The city main helps by supplying some pressure at the pump suction. The pump only has to make up the difference. Designers use the minimum suction pressure the utility guarantees, because the pump must work even when the main is at its weakest.

# Booster head and power estimate (practice values)
KPA_PER_M = 9.81

def boost_kpa(lift_m, friction_kpa, residual_kpa, min_suction_kpa):
    return lift_m * KPA_PER_M + friction_kpa + residual_kpa - min_suction_kpa

def power_kw(flow_lps, head_kpa, efficiency=0.65):
    # hydraulic power = flow (m3/s) x pressure (Pa)
    return flow_lps / 1000 * head_kpa * 1000 / efficiency / 1000

b = boost_kpa(33, 85, 240, 300)
print(f"boost required: {b:.0f} kPa = {b / KPA_PER_M:.1f} m of head")
for q in (3, 6, 9):
    print(f"at {q} L/s: shaft power about {power_kw(q, b):.1f} kW")

boost required: 349 kPa = 35.5 m of head
at 3 L/s: shaft power about 1.6 kW
at 6 L/s: shaft power about 3.2 kW
at 9 L/s: shaft power about 4.8 kW

Pump curves and the operating point

A pump does not deliver a fixed pressure. Its curve shows that as flow increases, the pressure it can add falls. The building's system curve shows the opposite: the pressure needed rises with flow, because friction increases roughly with the square of the flow, on top of the fixed static lift and residual pressure. Where the two curves cross is the operating point. With variable-speed pumps, the controller shifts the pump curve up or down by changing speed so that the operating point stays at the set discharge pressure across a wide range of flows.

Selecting the pump means choosing a model whose curve meets the design point near its best efficiency, with enough margin for the future but not so much that it runs inefficiently or causes high pressure at low flow. Selecting several smaller pumps rather than one large one gives redundancy and better efficiency at the low flows that occur most of the time.

Redundancy and resilience in health care

Health care buildings add requirements that an apartment tower may not have. The booster set must have at least one standby pump, so that with any one pump out of service the remaining pumps still meet peak demand. It must be on standby power, so that a utility outage does not stop the water. Controls must fail safely: if the pressure sensor or drive fails, a bypass or a fixed-speed mode keeps water flowing. Many hospitals have two water services from different mains, with backflow preventers on each, so that a main break or utility shutdown on one street does not cut the supply. Some keep emergency water storage on site for a set number of hours.

At Ridgeview, the booster set had three pumps, each able to carry half of the peak flow, giving full capacity with one pump out of service. Each pump had its own drive, so a drive failure took out only one pump. The set was connected to the essential electrical system, and the controller sent alarms to the building automation system for low suction pressure, high discharge pressure, pump failure and drive failure. Two parallel reduced pressure principle assemblies on each water service let one be tested or repaired while the other kept water flowing.

Installation and commissioning

Booster sets are heavy, vibrating machines. They sit on a housekeeping pad with vibration isolation, and their suction and discharge connections use flexible connectors so pump vibration does not travel through the piping into the structure. Suction piping is sized generously and laid out with straight runs into the header, because turbulence at the pump inlet reduces performance and causes noise. Isolation valves on every pump allow service without shutting down the set. Pressure gauges or transducers on suction and discharge, a drain, and a test connection for flow are included. The relief and drain discharges are piped to a floor drain with an air gap.

Commissioning a booster set involves more than turning it on. The installer flushes and disinfects the piping, fills and vents the system, checks pump rotation, and then works with the manufacturer's technician to set the discharge pressure, the low suction cutoff, the staging and the alternation. The pressure-reducing stations are set and checked at low and high flow. Each failure mode is tested: a pump is switched off to confirm the standby starts, power is cut to confirm the transfer to standby power, and the low suction cutoff is checked. The results go into the commissioning record. Lesson 12 returns to commissioning on large projects.

Start-up and testing of booster systems

A booster pump set is started up with the manufacturer's representative, following a checklist. Before starting, the installer confirms that the suction and discharge piping are flushed and supported independently of the pumps, the isolation valves and check valves are installed in the right direction, the pressure sensors are connected, the pumps are filled and vented, and the electrical supply matches the motor nameplates. The representative then programs the controller with the set pressure, the start and stop points for each pump, the low suction cutout and the alarms.

Tests prove that the system does what the design requires. Each pump is run alone and its pressure and flow are checked against its curve. The lead pump is shut off to show that the lag pump starts. Suction pressure is lowered to show that the low suction cutout protects the pumps and the city main. A power failure is simulated to prove that the set restarts on standby power. The results go into the commissioning record, and the owner's staff are trained on how to read the controller and what each alarm means.