NUMERICAL MODEL FOR DISCRETE SETTLING

A numerical method of solution is given for the differential equation describing the discrete settling in two-dimensional uniform and turbulent open-channel flow. Stability condition of the finite difference equations is derived by applying linear stability analysis. By neglecting the effect of longitudinal turbulent diffusion, settling efficiency is generally expressed in terms of two independent variables. Further, it is assumed that turbulence is isotropic and solid particles behave like a fluid mass. Three sets of solutions are obtained for uniform, logarithmic, and parabolic velocity distributions in vertical direction. However, the results of the last two are graphically given herein. In the case of uniform velocity distribution, results of numerical solution is compared with Camp's solutions and high accuracy is obtained. The effect of turbulence and velocity distribution is shown. Solutions obtained for the logarithmic velocity distribution which was experimentally verified are suggested for practical applications. /ASCE/

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Sarikaya, H Z
• Publication Date: 1977-8

Media Info

• Features: Appendices; Figures; References;
• Pagination: p. 865-876
• Serial:
  • Journal of the Hydraulics Division
  • Volume: 103
  • Issue Number: HY8
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Channel flow; Differential equations; Finite differences; Flow; Mathematical models; Numerical analysis; Settlement (Structures); Turbulence; Velocity
• Uncontrolled Terms: Models; Open channel flow
• Old TRIS Terms: Velocity distribution
• Subject Areas: Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 00164904
• Record Type: Publication
• Report/Paper Numbers: ASCE 13150 Proceeding
• Files: TRIS
• Created Date: Nov 9 1977 12:00AM