Field Jet Erosion Tests on Benbrook Dam, Texas

Abstract

This report summarizes the results of eight field Jet Erosion Tests (JETs) performed on Benbrook Dam, TX. The results from these tests will be used by the U.S. Army Corps of Engineers, Fort Worth District, in assessments of the erosion resistance of the Benbrook Dam with regards to possible overtopping by extreme flooding. The JETs were performed at four different locations, i.e., two locations at the lowest crest elevation and two locations at the mid-slope face of the downstream embankment. Variations in estimated critical hydraulic shear stress and erosion rate values may have been caused by differences in soil composition, i.e., when the material changed from silt/sand to clay. The resulting values of the Erodibility Coefficient, Kd, and Critical Stress, c, are very useful information in assessing the stability of Benbrook Dam during an overtopping event. Because of the observed natural variability of the materials, combining the erosion parameters presented in this report with the drilling logs and local geology will be imperative for assessing erosion-related failure modes of Benbrook Dam.

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Document Details

Document Type
Technical Report
Publication Date
Dec 09, 2021
Accession Number
AD1154788

Entities

People

  • Jamie F. Lopez-soto
  • Johannes L. Wibowo

Organizations

  • Engineer Research and Development Center

Tags

DTIC Thesaurus Topics

  • Army
  • Army Corps Of Engineers
  • Classification
  • Climate Change
  • Coefficients
  • Ecology
  • Embankments
  • Engineering
  • Engineers
  • Erosion Resistance
  • Failure Mode And Effect Analysis
  • Floods
  • Materials
  • Measurement
  • Mechanics
  • Resistance
  • Shear Stresses

Readers

  • Educational Psychology
  • Geotechnical Engineering.
  • Hydraulic Engineering.