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FILTER EFFICIENCY TESTING AND AIRFLOW MEASUREMENT IN RELATION TO NEGATIVE PRESSURE UNITS.

ARTICLE PROVIDED BY STEVE WILLIAMS, ENVIROVAC SALES AND SERVICE LTD.

It is generally accepted that there is a requirement for negative pressure units and type H vacuum cleaners to be serviced and tested every six months. As part of this process the efficiency of the filtration should be measured and airflow will be determined in order to confirm the suitability of the equipment for use with asbestos.

It is my intention to explain in a little detail the nature of these measurements and how they are determined.

Filter efficiency measurements

Airflow measurements

To measure air flow rates through a negative pressure unit the most accurate method is to use a pitot tube in a duct measuring the velocity pressure in order to determine the air velocity. To determine this there are necessary requirements to be met. These would include long lengths of duct, air straightening devices to produce laminar airflow, and a traverse of the duct according to specific dimensions. In addition the calculation would involve temperature, barometric pressure and humidity and given all these factors the best to be hoped for would be an accuracy of plus or minus 2%.

Given the situation above, air velocity measurements are made normally using either a rotating vane or hot wire anemometer which are obviously far less accurate.

The method of use is varied because some anemometers will give a single reading whilst others will average the velocity across the duct. Generally speaking a number of readings are taken which are then averaged out to give a single figure. The readings may be in metres per second or feet per minute, but are velocity not volume readings which is where the problem lies.

In order to convert velocity readings to volume flow readings a multiplication factor is used which is based on the area of the duct or inlet within which the readings are taken.

For example a 16” diameter inlet would have a cross sectional area of 201 square inches or 1.396 square feet. For example, we have a reading of 2000 linear feet per minute from our anemometer, the volume flow through the machine would be 2000 x 1.396 which is 2792 cubic feet per minute.

Erroneous calculations can produce startling airflow measurements, if for example we take a machine with two stage filtration and an open front housing a pre filter measuring 24” x 24” (a size commonly used.) the factor used to calculate the volume flow would be 24” x 24”, which is 576 square inches or 4 square feet.

If we measure the open area of this filter what we actually find is that the filter itself is slightly smaller than 24”x24” and that there is a cardboard frame around the edge and supporting struts which further reduces the open area. If we allow for this the actual open area is equivalent to 22 x 22” which is 484 square inches or 3.36 square feet

If we then take our example, the reading from the anemometer which we assume is reasonably accurate and for the sake of argument is 1000 linear feet per minute, then by using the factor 4 we have a machine which is claimed to have a volume flow of 4000 cubic feet per minute.

Using the correct factor of 3.36 the machine now has the much more realistic 3360 cubic feet per minute, a discrepancy of 640 cubic feet per minute.

Traditionally enclosures have been measured to calculate volume in cubic feet, hence most negative pressure units manufactured have been rated in cubic feet per minute. For machines rated in cubic metres per hour it is necessary to apply a conversion factor to determine cubic feet per minute. The factor is 1.7 for example, 5000 metres cubed per hour is 2940 cubic feet per minute ( 5000 / 1.7 = 2940 )

Finally it is important to bear in mind that manufacturers figures are given with machines fitted with clean filters and after use dust will accumulate inside the machine reducing rated air flows, hence the requirement for servicing and testing every six months.
 


DETERMINING THE CORRECT MACHINE FOR THE ENCLOSURE SIZE

CALCULATE THE VOLUME OF THE ENCLOSURE IN CUBIC METRES BY MULTIPLYING THE LENGTH HEIGHT AND WIDTH IN METRES

FOR SOME ENCLOSURES YOU MAY HAVE TO MAKE AN APPROXIMATION DUE TO THE COMPLEXITY OF THE STRUCTURE. THIS CAN BE DONE BY MEASURING SECTIONS OF THE ENCLOSURE CALCULATING VOLUMES AND ADDING THEM TOGETHER TO GIVE A TOTAL.

A SIMPLE EXAMPLE 2.5 METRES HIGH X 5 METRES WIDE X 5 METRES LONG

VOLUME OF ENCLOSURE IS 2.5 X 5 X 5 = 62.5 CUBIC METRES

DETERMINE THE REQUIRED NUMBER OF AIR CHANGES PER HOUR, NORMALLY A MIMIMUM OF 8

THE VOLUME FLOW OF THE EXTRACTOR REQUIRED WOULD BE 8 X 62.5 OR 500 M3/HOUR

THIS IS PURELY A MATHEMATICAL CALCULATION AND AN ALLOWANCE MUST BE MADE FOR ANY AIRLOCKS FITTED.

IF THE ENCLOSURE IS NOT CONSTRUCTED CORRECTLY A NEGATIVE PRESSURE DIFFERENTIAL BETWEEN THE INSIDE AND THE OUTSIDE OF THE ENCLOSURE MAY NOT BE ACHIEVED

TO CONVERT M3/HOUR TO CUBIC FEET PER MINUTE DIVIDE BY 1.7

TO CONVERT CUBIC FEET PER MINUTE TO M3/HOUR MULTIPLY BY 1.7

TO CONVERT CUBIC METRES TO CUBIC FEET MULTIPLY BY 35.31

TO CONVERT CUBIC FEET TO CUBIC METRES DIVIDE BY 35.31

 

 

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