Abstract
This study aims at developing design charts for sizing of the water channelling system of SHP, using both theoretical and empirical relations. The focus is to make the design of SHP civil features quick, devoid of under or over design, and to minimize capital cost without compromising safety. A low head range of 0-20 m and channel flow velocities of 1.2 m/s, 1.3 m/s and 1.4 m/s will be utilised. The range of flowrate considered for both orifice and headrace channel is 0-1.5 m/s2. Linear relations were used to make the design and evaluation of SHP components for water transportation to the turbine station at certain flowrates simple. The study observed that it would be more economical to use the theoretical relations than the empirical ones in the design of penstocks and other water channelling components. However, the components perform less in terms of safety and lifetime to those designed with empirical relations.
Sign-in/Register to access full text options 
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 callDisclaimer: 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.
