Abstract
The first and second order method of analyzing uncertainty is incorporated into the design of subirrigation systems. The uncertainty in the design due to both the unsaturated and saturated hydraulic conductivity is considered. Numerical examples are given that show how the method may enable designers of subirrigation systems to estimate confidence limits on the design drain spacing.
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.
