Estimation of dispersion number in waste stabilization ponds

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Abstract

The hydraulic behavior of waste stabilization ponds is rather complex, and the flow in ponds can at best be described as dispersed flow. The dispersion characteristics of existing ponds can be determined by tracer studies, but it is impractical to perform tracer studies under every possible hydraulic condition. On the other hand, in the assessment of pond performance, first-order kinetics for BOD removal and bacterial die-off have been generally adopted. In this study, a nonlinear least-squares scheme will be presented for the simultaneous estimation of the decay constant and the dispersion number from the well known Wehner-Wilhelm equation which describes the reduction in pollutant concentration in a chemical reactor exhibiting first-order kinetics and non-ideal mixing conditions. As an example, the procedure developed will be applied to actual BOD data obtained from model facultative ponds in Kuwait.

Original languageEnglish
Pages (from-to)41-46
Number of pages6
JournalWater Science and Technology
Volume40
Issue number7
DOIs
StatePublished - 1999
EventProceedings of the 1998 3rd Middle East Conference on Marine Pollution and Effluent Management - Safat, Kuwait
Duration: 23 Nov 199825 Nov 1998

Keywords

  • Dispersion
  • Stabilization ponds
  • Wehner-Wilhelm equation

Funding Agency

  • Kuwait Foundation for the Advancement of Sciences

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