Abstract

In order to calculate the linear dimension of a Tepula channel which is frequently used as water supply lines, irrigation, sanitary sewers we adopt a referential model arbitrarily chosen that gives value to the friction coefficient of 1/16. We base on the fundamental formulas of uniform turbulent flow Darcy-Weisbach, Colebrook-white. We find explicit and direct formulas for the calculation of linear dimensions of the channel.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.