Abstract
This paper continues the development of boundary integral equation technique for solving stochastic groundwater flow problems. The case of aquifers under deterministic hydraulic conductivity, but subject to random boundary condition and domain recharge has been investigated in an earlier paper under the assumption of steady state governing equation. In the current paper the governing equation is transient, but the temporal variation of second-order statistical moments is assumed to be weakly stationary. Several examples of fundamental importance to the understanding of stochastic process are examined both by the analytical and by the numerical (boundary element) techniques.
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.
