A Mathematical Model of the Tide in the Potomac River.

Abstract

Previous one-dimensional mathematical models of tidal phenomena have not discussed the spacial averaging inherent in the finite difference approximation to the equations of motion. In the direction of the river axis, the geometry changes on a much smaller scale than the typical three or four mile step used in modeling. In this study, the longitudinal averaging is accomplished in a manner consistent with the inviscid long-wave equations. When the results are applied to the Potomac River, good agreement is obtained with observed mean range and mean high water phase. Manning's roughness coefficient (assumed spacially constant) is near the lower end of tabulated values. The model of the Potomac tide indicates that the tidal wave has distinct standing wave characteristics and that the tidal elevations in the river are not seriously affected by changes in the flow over Little Falls (except near the head). (Author)

Document Details

Document Type
Technical Report
Publication Date
Feb 01, 1973
Accession Number
AD0756253

Entities

People

  • Stephen R. Rives Jr

Organizations

  • Johns Hopkins University

Tags

DTIC Thesaurus Topics

  • Agreements
  • Coefficients
  • Elevation
  • Equations
  • Equations Of Motion
  • Geometry
  • Mathematical Models
  • Mathematics
  • Models
  • Potomac River
  • Rivers
  • Standing Waves
  • Wave Equations
  • Waves

Readers

  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Computational Modeling and Simulation
  • Finite Element Method (FEM) for solving Partial Differential Equations (PDEs)