FLEXIBLE ROUGHNESS IN OPEN CHANNELS

THE LOGARITHMIC FLOW FORMULA FOR OPEN CHANNELS IS VALID FOR FLOW OVER A ROUGHNESS COVER MADE UP OF FLEXIBLE PLASTIC STRIPS. THE DEFLECTION OF SUCH ROUGHNESS IS AN IMPORTANT PARAMETER AS THE DEFLECTION OF SUCH ROUGHNESS IS AN IMPORTANT PARAMETER AS THE DEFLECTION DIRECTLY INFLUENCES THE RELATIVE ROUGHNESS. DIMENSIONLESS PARAMETERS WHICH RELATE THE AMOUNT OF BENDING TO THE STIFFNESS OF THE ROUGHNESS AND THE BOUNDARY SHEAR ARE DEFINED. THREE REGIMES OF BOUNDARY BEHAVIOR ARE OBSERVED FOR FLEXIBLE PLASTIC ROUGHNESS, LEADING TO TWO RESISTANCE FUNCTIONS. THE FLEXIBLE PLASTIC ROUGHNESS IS PRODUCED BY AFFIXING THIN PLASTIC STRIPS OF VARIOUS THICKNESS TO THE BED OF A FLUME. THE FLOW OF WATER OVER FLEXIBLE PLASTIC STRIPS SIMULATES FLOW OVER A VEGETATIVE CHANNEL LINING. /AUTHOR/

• Authors:
  • Kouwen, N
  • Unny, T E
• Publication Date: 1973-5

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 713-28
• Serial:
  • Journal of the Hydraulics Division
  • Volume: 99
  • Issue Number: hy5
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Channel flow; Flexibility; Flow resistance; Friction factor; Hydraulics; Roughness; Vegetation
• Uncontrolled Terms: Open channel flow
• Subject Areas: Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 00204510
• Record Type: Publication
• Files: TRIS
• Created Date: Sep 17 1973 12:00AM