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

N. B. Ilyinsky, A. R. Kacimov

Research output: Contribution to journalArticle

14 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 - 1992

Fingerprint

cutoff wall
Groundwater flow
Groundwater
Seepage
groundwater flow
trench
grout
seepage
Grouting
grouting
Fluids
fluid
milbemycin oxime

ASJC Scopus subject areas

  • Medicine(all)
  • Water Science and Technology
  • Computers in Earth Sciences

Cite this

Analytical Estimation of Ground‐Water Flow Around Cutoff Walls and Into Interceptor Trenches. / Ilyinsky, N. B.; Kacimov, A. R.

In: Groundwater, Vol. 30, No. 6, 1992, p. 901-907.

Research output: Contribution to journalArticle

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