EXPERIENCES WITH BED SILL STREAM STABILIZATION

BED SILLS HAVE PROVEN TO BE EFFECTIVE IN CONTROLLING STREAM CHANNEL DEGRADATION RESULTING FROM MEANDER LOOP CUTOFF. DESIGN OF BED SILLS HORIZONTAL SPACING AND VERTICAL DROP DISTANCE IS CONTROLLED BY: (1) THE WATER SURFACE PROFILE, (2) LONGITUDINAL VARIATION OF THE EROSIVE FORCES, AND (3) RESISTIVE CAPABILITIES OF CHANNEL MATERIAL. LOCATION OF MAXIMUM SCOUR DOES NOT COINCIDE WITH THE LOCATION OF MAXIMUM BED SHEAR STRESS. THE RATIO OF THE MAXIMUM TO MINIMUM BED SHEAR IS EQUAL TO THE TWO-THIRDS POWER OF THE RATIO OF BED SLOPES. SPACING OF SILLS FOR SUBCRITICAL FLOW IS NONUNIFORM IF LOCAL SCOUR DROP IS TO BE CONSTANT. FOR A BED SLOPE RATIO K = 2 THE MAXIMUM EROSIVE ABILITY OF THE FLOW IN THE CUTOFF IS APPROXIMATELY 3-1/2 TIMES THE INITIAL VALUE. /ASCE/

• Supplemental Notes:
  • Vol 95, No WW 3, PROC PAPER 6724, PP 319-328, 6 FIG, 6 REF,
• Authors:
  • Apmann, R P
  • Blinco, P H
• Publication Date: 1969-8

Media Info

• Serial:
  • Journal of Waterways and Harbors Division
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Channel stabilization; Channels (Waterways); Erosion; Hydraulics; Scour; Shear stress; Streams; Subgrade (Pavements)
• Uncontrolled Terms: Stream channels
• Old TRIS Terms: Beds; Stream stabilization
• Subject Areas: Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 00204244
• Record Type: Publication
• Files: TRIS
• Created Date: Oct 27 1994 12:00AM