DE SAINT-VENANT EQUATIONS EXPERIMENTALLY VERIFIED

THE UNSTEADY SPATIALLY VARIED FLOW EQUATIONS (DE SAINT-VENANT EQUATIONS) ARE BEING SOLVED BY IMPLICIT FINITE DIFFERENCES WITH EXPLICIT DESCRIPTION AT THE BOUNDARIES. IMPOSITION OF IMPROPER BOUNDARY CONDITIONS WHICH VIOLATE THE PHYSICS OF THE PROBLEM RESULTED INTO EITHER VIOLATION OF CONTINUITY OR NUMERICAL INSTABILITY PROBLEMS OR MEANINGLESS RESULTS. THE MAGNITUDE OF THE SPATIAL INCREMENT USED IN THIS IMPLICIT SOLUTION SCHEME WAS CRITICAL ON STEEP SLOPES (2.0%). THE TEMPORAL DISTRIBUTION OF FLOW AND TIME TO EQUILIBRIUM WAS ALTERED CONSIDERABLY DEPENDING ON THE SPECIFIED VALUE OF DELTA X. HYDROGRAPHS ON MILDER SLOPES (0.5% AND 1.0%) WERE AFFECTED TO A PROGRESSIVELY LESSER EXTENT AS THE CHANNEL SLOPE WAS DECREASED. THE TIME TO EQUILIBRIUM FLOW STARTING FROM A DRY BED WAS NONLINEAR WITH RESPECT TO CHANGE OF CHANNEL LENGTH, CHANNEL SLOPE, AND RATE OF LATERAL INFLOW. FOR A GIVEN CHANNEL LENGTH AND SLOPE, TIME TO EQUILIBRIUM APPROACHED A CONSTANT FOR HIGH RATES OF LATER INFLOW. /AUTHOR/

• Supplemental Notes:
  • Vol 97, No HY9, PROC PAPER 8378, PP 1387-1401, 10 FIG,
• Authors:
  • Brutsaert, W
• Publication Date: 1971-9

Media Info

• Serial:
  • Journal of the Hydraulics Division
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Equations; Finite differences; Hydraulics; Inspection; Laboratory tests; Unsteady flow
• Uncontrolled Terms: Experimental data
• Old TRIS Terms: De saint-venant equations
• Subject Areas: Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 00204390
• Record Type: Publication
• Files: TRIS
• Created Date: Oct 25 1971 12:00AM