Cleaning up with disinfection design software

Dr Mick Dawson of the British Hydromechanics Research Group (BHR) reports on the development of DISINFEX software for flow modelling and rapid design of chlorine contact tanks and service reservoirs.


Fast and accurate hydraulic design of baffled chlorine contact tanks (CCTs)

and service reservoirs is now possible with the help of new design software

known as DISINFEX. BHR Group has recently completed the development of

DISINFEX with partners Northern Ireland Water Service and Yorkshire Water.

CCTs are commonly used to provide the required contact time for chlorine

dosed upstream of their inlets. The size and internal geometry of CCTs are

critical in determining their efficiency. If contact times are too short,

microbiological failures may occur, if contact times are too long THM

formation will be promoted. THMs are potentially carcinogenic disinfection

by-products currently regulated at 100µg/l. New European regulations may

reduce the THM limit, to around 40µg/l.

CCTS are typically rectangular concrete chambers with single inlets and

outlets. The theoretical residence time (contact time), t, of the water in

the tank is simply the tank volume divided by the flow rate. If the water

moved through the CCT completely uniformly as a piston or plug (ideal plug

flow) every water molecule would remain in the tank for exactly the

theoretical residence time. However, in practice very significant

short-circuiting and dead zones occur due to non-ideal flow patterns. This

results in a residence time (contact time) distribution (RTD).

The internal geometry of CCTs frequently includes one or more horizontal

baffles to provide a serpentine flow path between inlet and outlet. Internal

baffling can reduce the extent of short circuiting and dead zones, providing

a RTD closer to ideal plug flow. Generally, the more horizontal baffles

installed the closer the RTD approaches ideal plug flow. The CCT inlet

design can also have a significant effect on the flow pattern and RTD.

Engineers designing CCTs need to compromise between volume, baffling and

inlet design. The most efficient CCTs are those with well designed inlets

and baffles resulting in the minimum volume (and hence cost) required to

achieve the desired contact time.

The minimum contact time in relation to an RTD is often defined as t10. This

is the time taken for ten per cent of a pulse of fluid injected at the inlet

to arrive at the outlet and corresponds to the first ten per cent of the are

under the RTD curve. The use of t10 is conservative as 90 per cent of the

fluid leaving the CCT has a greater contact time.

In practice, RTD curves can be determined by physical measurement or

computational techniques. Physical measurements can be carried out on

existing full scale CCTs or on scale models of existing or planned CCTs. A

tracer is injected as a pulse at the tank inlet and the tracer concentration

recorded against time at the outlet. Although tracer tests are accurate they

are very time consuming, especially when variations in interval geometry and

flow rate need to be evaluated. Several man-days are typically required for

RTD measurement on one CCT.

RTD predictions can also be made using three dimensional CFD simulations

which divide the CCT volume into a large number of cells. Once boundary

conditions are set, mass, energy and momentum equations are solved for each

cell throughout the tank. CFD simulations require specialised operator

skills and dedicated hardware and software. Again, several man-days of

effort per CCT is likely, making widespread use of CFD modelling expensive.

DISINFEX was developed to provide a quick and easy tool for water industry

users to assess baffled CCT and SR hydraulics. The software does not require

any in-depth training or fluid dynamic skills. The overall goal of the

software is to optimise the tank dimensions, number of baffles and inlet

arrangement (hence minimise capital cost) to achieve the desired contact

time and to have confidence that the chlorine residual and outlet THM levels

are within acceptable limits.

Developed using CFD modelling, DISINFEX is based on the concept of

constructing the overall tank RTD from two or more RTDs generated for

individual channels. DISINFEX supports a database of RTDs for inlet

channels, second channels, standard channels and outlet channels. For each

channel type RTDs are stored for different channel length to width (2-10)

and depth to width (1.5-0.275) rations. Six inlet types and five outlet

types (weirs, various orientation bellmouths, horizontal pipes) are covered.

Individual channel Œbuilding block’ RTDs are combined using a mathematical

procedure called convolution. The resulting RTD is then scaled to the

required flow rate between 1-100+ Ml/d.

Users enter the design characteristics, number of channels, flow rate,

required contact time in a physical data sheet. A RTD is then generated

showing the required contact time. A table containing specific time events

associated with the RTD can also be displayed. Two RTDs can be plotted

together for comparative purposes and RTD data can be exported to Excel

spreadsheets for further analysis.

Models for chlorine decay and THM formation which can be applied to

previously generated RTDs are also featured. The user enters a range of

inlet free chlorine concentrations and corresponding decay coefficients to

enable a curve showing inlet vs outlet chlorine concentration to be plotted.

THM levels can also be estimated following input of TOC, pH, UV absorption,

temperature and bromine concentration data. The resulting curves show the

range of chlorine doses required to achieve a minimum chlorine residual at

the outlet and to avoid exceeding the THM limit.


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