Analytical Estimation of Ground‐Water Flow Around Cutoff Walls and Into Interceptor Trenches

N. B. Ilyinsky*, A. R. Kacimov

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

18 Citations (Scopus)

Abstract

An impermeable boundary of the grout cutoff has been found that maximizes the seepage flow for a specified grouting volume. The shape of a trench has been defined that maximizes the quantity of fluid entering the ground‐water flow from the trench. The seepage characteristics of the grout cutoff and the trench which have arbitrary shapes are estimated in terms of the derived exact analytical solutions of variational problems.

Original languageEnglish
Pages (from-to)901-907
Number of pages7
JournalGroundwater
Volume30
Issue number6
DOIs
Publication statusPublished - Nov 1992
Externally publishedYes

ASJC Scopus subject areas

  • Water Science and Technology
  • Computers in Earth Sciences

Fingerprint

Dive into the research topics of 'Analytical Estimation of Ground‐Water Flow Around Cutoff Walls and Into Interceptor Trenches'. Together they form a unique fingerprint.

Cite this