Australia gets the Hanovia treatment

The town of Busselton draws its water from deep aquifers which have high micobiological integrity, but to meet new legislation needed to find the optimum method of disinfection. Rockwater Pty Ltd contributes this case study.

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Busselton Water is an independent water authority supplying water to domestic,

commercial and light industrial consumers in the town of Busselton in Western

Australia. The town’s population is some 25,000 but during weekends and holidays

this can increase to 65,000. Annual water consumption is about 3.6 Gigalitres

(GL) with an annual growth rate of 8%.

Busselton’s water supply differs from most municipal sources in Australia because

the deep aquifers offer high microbiological integrity and very low organic

carbon loadings. Most other municipal water providers draw water from shallow

production bores, open water bodies, or a combination of sources that contain

particulates such as dispersive clays, plant material and algal debris.

Comparative studies

In the past, Busselton Water had not disinfected it water supplies and, historically,

the water has been free from microorganisms. However, under the Australian Drinking

Water Guidelines (1996), set up by the National Health & Medical Research

Council and the Agricultural & Resource Management Council of Australia

& New Zealand, it was recommended that all water supplies should be disinfected.

The 1996 guidelines state that the ideal disinfectant should:

  • Effectively remove pathogens over a range of physical and chemical conditions;
  • Produce a disinfectant residual which is stable and easily measured;
  • Produce no undesirable by-products;
  • Be easily generated, safe to handle, and suitable for widespread use;
  • Be cost effective.

To assist them in identifying the most suitable disinfection technology, Busselton

Water commissioned groundwater consultants Rockwater Pty Ltd to investigate

the available methods and make recommendations for a suitable system. The objectives

for the study were to determine a disinfection system that effectively met the

1996 guidelines. Rockwater found that none of the available disinfection methods

it investigated met all of the requirements, so a compromise was necessary to

obtain the optimum process for Busselton’s reticulation system.

The five most commonly used methods of disinfection – chlorination, chloramination,

chlorine dioxide, ozonation and ultra-violet (UV) irradiation – were all investigated

as they offer good bactericidal activity.

Chlorine-derived methods all provide residual disinfection, whereas UV and

ozonation do not. UV produces no disinfection by-products, whereas all the other

methods produce very low concentrations of potentially harmful organic compounds.

Chlorine substances emit minor tastes and odours that are objectionable to some

consumers, while ozone and UV do not affect taste or odour.

Chlorine substances are all corrosive, and plant operators need to be trained

in handling procedures. Ozone has a complex operating system that can present

a danger to workers in the vicinity of the gas generating system. UV presents

minimal risks to operators because all the energy is confined to a sealed container

without generation of gases. There is no danger of overdosing with UV, whereas

accidental overdosing of water supplies using chlorine and ozone is possible

and may present a health hazard.

All disinfection methods with the exception of UV are both temperature and pH

dependent – the higher the temperature and pH the less efficient the disinfection

process. Busselton’s water supply is warm and slightly alkaline and is therefore

less suitable for chlorine disinfection than many other water supplies.

Many water supply authorities prefer to use chlorination because their reticulation

systems are exposed to the open air after treatment (for example, water is often

stored in open-air tanks prior to distribution), and chlorine provides residual

disinfection. Ozone and UV do not provide residual disinfection, so these methods

must be used in-line after storage, as tanks can become contaminated by airborne

bacteria or organic waste matter.

Residual requirements

UV was finally selected because it met all of the design criteria except for

one – maintaining a persistent residual barrier. However, the water is maintained

in a closed system following treatment, and the chance of contamination is minuscule

given that in the past the water supply maintained compliance without any disinfection.

Chlorination achieves only one of the conditions in the 1996 guidelines: it

maintains a residual barrier, but it breaks down rapidly. To maintain sufficient

residual disinfection at the outer extremities of the system, therefore, it

may have been necessary to exceed the maximum dose rate at the point of disinfection.

Chlorination is also a less effective disinfectant than UV at the recommended

dose rates of 0.5 mg/L and 30 mWsec/cm² respectively. UV installation costs

at Busselton were estimated to be about 2.2 times those for chlorination and

chloramination disinfection systems, but UV was estimated to be about half the

cost of chlorine dioxide systems – operational costs were estimated to be only

about 25% of those for chlorine.

Move from chlorination

At the Australian Water Association’s 18th Federal Convention in 1999, it was

reported that municipal water authorities in other countries such as the USA

were actually steering away from chlorination because of concerns about disinfection

by-products. In the Netherlands, chlorine is no longer used to disinfect municipal

water supplies – UV irradiation is now the most widely used method.

Australia’s 1996 guidelines state that the implementation of a disinfection

system should be a consultative process involving the community. In a previous

survey, residents of Busselton had strongly objected to a proposal to chlorinate

the town’s water supply. In February 1997, therefore, Busselton Water decided

to adopt UV as the sole method of disinfection. To achieve a confident level

of bacteria destruction, a minimum dose rate of 30 mWsec/cm² was recommended.

In 1997 a study tour of UV equipment suppliers and manufacturers was conducted,

and Hanovia won the contract to trial a UV disinfection system.

Two Hanovia single lamp, medium pressure (MP) units were tested for a 12-month

period. Biomass destruction tests undertaken using B. subtillis (aged and fresh)

and Ecoli across a variety of flow rates proved the MP units to be effective.

Subsequently, Hanovia was commissioned to supply eight PMD320 MP systems.

The UV systems in Busselton each contain a single medium pressure UV lamp housed

in a protective quartz sleeve. Each unit is equipped with a UV monitor, variable

power outputs that increase the UV output as flow rates increase, and an automatic

quartz sleeve wiping system.

MP lamps are polychromatic, as they produce UV between 200nm to 300nm. These

lamps are specifically manufactured by Hanovia to have optimised spectral outputs

between 240nm and 280nm. The most effective germicidal wavelength is at 265nm,

and Hanovia MP lamps are designed with this wavelength as their peak output.

Recent work undertaken in the USA has shown that UV light centred on 271nm to

be most effective at deactivating Cryptosporidium parvum, while UV at 263nm

is best for deactivating the MS-2 coliphage virus.

Low Pressure (LP) UV lamps are monochromatic as they only have a single spectral

output at 254nm. Typically, between 8-12 LP lamps are required to match the

output of a single MP lamp. The output of each Hanovia MP lamp is compared against

the absolute standard which is held at the PTB in Berlin.

UV dose is calculated by measuring lamp intensity, water flow rate and water

transmissivity. Lamp intensity is measured by a monitor positioned on the inner

wall of the UV chamber. If more than one UV lamp is used, a dedicated monitor

is fitted for each lamp. Multi-lamp LP systems suffer from the inability of

a single (or even several) monitors to detect failure or reduced output from

lamps not positioned immediately adjacent to the monitor. But for effective

monitoring, UV intensity must be measured, not inferred.

As the geometry of UV chambers is fixed, the flow rate of water can be used

to calculate the residence time in the chamber, with a high flow rate leading

to a reduced residence time. Hanovia uses detailed CFD modelling techniques

to determine the actual distribution of residence time within the chamber. A

third method of calculating UV dose uses a transmittance monitor which continuously

measures water transmittance and feeds the data to a control unit.

For a high quality, stable groundwater source like Busselton’s, however, transmittance

was assumed to be constant, so a figure of 90% (when measured against double

distilled water) was used. The UV dose is displayed in mWscm-2, or mJcm-2. The

UV dose is displayed on a Photon control panel, which is capable of data-logging

variables such as water flow, UV dose, UV intensity and wiper frequency, allowing

any faults to be date- and time-stamped.

Each Hanovia system operates in duty/standby mode. The power to each lamp is

continuously varied, ensuring that the specified UV dose is always delivered.

Both systems may be operated at 50%, and in the event of failure a ‘hot’ standby

is available immediately.

The operating protocols are strictly fail-safe and will not under any circumstances

allow untreated water forward. The control panel provides a broad range of signals

to actuate valves, initiate pumping, and generally provide meaningful monitoring

and control of the system.

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