MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER

Authors

  • José Antonio Rodrigues Souza
  • Débora Astoni Moreira
  • Wilson Denículi

DOI:

https://doi.org/10.13083/reveng.v19i3.146

Keywords:

resíduos agropecuários, bombeamento, hidráulica

Abstract

This objective of this study was to model the continuous load loss in the commercial zinced steel pipes used in the management of wastewater from a poultry shed (WP). The WP was evaluated at six concentrations of the total solids of 0.26, 0.46, 0.73; 0.94, 1.63 or 2.89 dag L-1 was transported using commercial zinced steel pipes of 50 to 150 mm diameters. The empirical equations adjusted with the methodologies of Sampaio et al., Duffy & Titchener or modified Hazen-Williams gave good results, with correlation coefficient above 0.90 and its application is recommended to design projects.

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Published

2011-06-30

How to Cite

Souza, J. A. R., Moreira, D. A., & Denículi, W. (2011). MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER. Engineering in Agriculture, 19(3), 255–261. https://doi.org/10.13083/reveng.v19i3.146

Issue

Vol. 19 No. 3 (2011)

Section

Water and environmental resources

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