Optimal Pulsed Pumping for Remediation of Aquifiers when Sorption is Rate-Limited

Abstract

A variational optimization technique is developed to acquire an optimal schedule of pulsed pumping operations for use at existing pump-and-treat aquifer remediation sites. The optimization problem is stated as a minimization of a generic management objective functional, constrained by the contaminant transport equations in two-dimensional or three-dimensional flow models which account for rate-limited sorption. The two-dimensional case is fully developed and a first-order rate equation is used to describe the transport of sorbing contaminant. The first variation provides necessary optimality conditions that must be met by any optimal solution, in turn leading to a pulsed pumping schedule of operation. The second variation provides necessary and sufficient optimality conditions that characterize the solution as minimal, maximal, or neither. General classes of functionals are examined to determine the types of objectives which can be achieved. Specific examples are presented to demonstrate how to use the method in conjunction with a numeric flow simulation, such as SUTRA.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1997
Accession Number
ADA332164

Entities

People

  • Lawrence J. Schmitt

Organizations

  • Air Force Institute of Technology

Tags

Communities of Interest

  • C4I
  • Energy and Power Technologies
  • Human Systems

DTIC Thesaurus Topics

  • Air Force
  • Air Force Facilities
  • Boltzmann Equation
  • Boundary Value Problems
  • Calculus Of Variations
  • Computational Science
  • Differential Equations
  • Ecology
  • Environmental Pollutants
  • Environmental Protection
  • Equations
  • Geometry
  • Groundwater
  • Mathematical Models
  • Mathematical Programming
  • Two Dimensional
  • Water Resources

Readers

  • Adaptive Control and Estimation with Uncertainty in Dynamic Systems.
  • Calculus or Mathematical Analysis
  • Groundwater Contamination Remediation.