Cavitation erosion resistance of sewer pipe materials

被引:3
|
作者
Fairfield, Charles A. [1 ]
机构
[1] Charles Darwin Univ, Sch Engn & Informat Technol, Power & Water Corp Chair Sustainable Engn, Darwin, NT, Australia
关键词
pipes & pipelines; resins & plastics; sewers & drains;
D O I
10.1680/coma.14.00004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A cavitating high-pressure water-jet provided the means by which a range of materials (plastics, clay and concrete) were eroded. The measured erosion resistance was a proxy for an initially unknown combination of other properties: strength, fracture toughness, impact resistance, hardness, surface roughness, and limiting service temperature. To ascertain the cause of damage to sewers during high-pressure water-jetting, information about which material properties contributed to the measured erosion resistance under a standard high-pressure water-jetting test were found. The experimental work, and published literature, provided a database of physico-mechanical, physicochemical, thermal and tribological material properties each of which in turn were correlated with the measured jetting resistance. The properties best correlated with the jetting resistance were: maximum service temperature (R-2 = 0.93), elastic modulus (R-2 = 0.90), surface roughness (R-2 = 0.89), density (R-2 = 0.87), and thermal conductivity (R-2 = 0.87). The correlation coefficient between jetting resistance and impact resistance (R-2 = 0.56) lay just outside the top 10, suggesting that this was not an impact problem but a more complex combination of strength, roughness, and heat dissipation despite actual failures ultimately resulting from fracture (for which toughness was nevertheless also poorly correlated (R-2 = -0.38)). Traditional mechanical wear, abrasion, and erosion resistance parameters (Taber abrasion (R-2 = -0.24), limiting pressure-velocity (R-2 = -0.57), and wear index (R-2 = -0.23)) failed to correlate with the jetting resistance.
引用
收藏
页码:77 / 91
页数:15
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