National Dam Safety Program. Leatherwood Creek Number 2A (Inventory Number VA 08905), Roanoke River Basin, Henry County, Virginia. Phase I Inspection Report.

Abstract

Based on criteria established by the Department of the Army, Office of the Chief of Engineers (OCE), the appropriate Spillway Design Flood (SDF) is the 1/2 PMF. The spillways will pass 30 percent of the Probable Maximum Flood (PMF) or 60 percent of the SDF without overtopping the dam. During the SDF, the dam will be overtopped for four hours up to a maximum of 3 feet and reach a maximum velocity of 7.4 fps. A dam breach during the SDF would significantly increase the hazard to loss of life downstream of the dam over that which would exist just before overtopping failure. The spillway is judged seriously inadequate. Overtopping is considered detrimental to the embankment with respect to erosion. Due to the inadequacy of the spillway and the resulting overtopping of the dam during the SDF, the potential for a breach of the dam exists. Based upon the possibility of a dam breach caused by overtopping during the SDF, the dam is assessed 'unsafe', non-emergency.'

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Jul 01, 1981
Accession Number
ADA106315

Entities

People

  • Carl S. Anderson Jr.
  • Jack G. Starr
  • Ray E. Martin

Tags

DTIC Thesaurus Topics

  • Classification
  • Climate Change
  • Concrete
  • Dams
  • Drainage Basins
  • Embankments
  • Engineering
  • Engineers
  • Flood Control
  • Floods
  • Ions
  • Materials
  • Reinforced Concrete
  • Safety
  • Visual Inspection
  • Warning Systems
  • Water Conservation

Readers

  • Hydrologic Risk Analysis and Mitigation.