Quality
Waterjet Newsletter – 03/06/2007
Optimum Water-Blasting If you want to achieve optimum
performance in your water-blasting applications, you may want to check out a
2001 paper by Wright et al*. Here are the highlights of this paper. The power of the jet in water-blasting
is a function of pressure and flow. For a given capacity of power, is it
better off to run a small orifice at high pressure or a large orifice at low
pressure? What is the role of stand-off distance? Wright et al. conducted an
experimental study to provide answers to these questions. Tests were done with pressures
from 5,000 to 33,000 psi, flows from 5 to 45 gpm, orifice sizes from 0.028” to 0.156”, and stand-off
distance from 2 to 50 inches. A machinable wax with
a threshold pressure of 5,000-6,000 psi and a
cement/sand mixture with a threshold pressure of 1,500 psi
were used as the test samples. During the tests, passes were made at a constant
speed of 1 ft/sec. Depths and volumes of the kerfs were measured. Data show that an increase in
stand-off distance will reduce the depth of kerfs and there exists an optimum
pressure for a given stand-off distance (Figure 1*). This trend is similar
for both test samples and for both the depth and volume of kerfs. This
optimum pressure shifts upward for higher horsepower. Based on the data of
optimum pressure at a given power, optimum orifice diameter was calculated
and plotted as a function of stand-off distance (Figure 2*). * Wright,
D., Wolgamott, J., & Zink, G. (2001) Optimizing
water blast power, in Mohamed Hashish (Ed.), Proceedings of the 2001 WJTA
American Waterjet Conference, Minneapolis, Minnesota, USA, August 18-21,
Paper 49. Beyond High
Pressure
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