Abstract
1. For application to coarsely porous fills, the authors suggest an experimentally-based two-term formula for the fundamental seepage equation, which permits calculation of the water transmission capacity of a fill of jagged or rounded stones over a wide range of Reynolds numbers, corresponding to the transition from laminar to developed turbulent seepage. 2. To make a rough first approximation of the onset of seepage deformation of the bottom slope of a singlefraction fill, an experimental formula Eq. (12) is found for certain ranges of the parameters.
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.
