National Program for Inspection of Non-Federal Dams. West Branch Dam (CT 00101), Naugatuck River Basin, Torrington, Connecticut. Phase I Inspection Report.

Abstract

The West Branch Dam consists of, from right to left, a 100 foot long earth embankment with an intake structure to a downstream canal, a 107 foot long concrete ogee section, and a 160 foot long earth embankment with a concrete core wall. The intake structure to the downstream canal contains two 42-inch sluice gates which discharge to the canal. The canal is separated from the river channel by an earth embankment which contains a 34 foot long auxilliary spillway. This spillway discharges into the river downstream of the dam. In the past, water from the canal would flow through a 36-inch reinforced concrete pipe (RCP) to a downstream manufacturing plant. The low level outlet, or blow-off, consists of a 48-inch RCP located to the left of the main spillway section and is controlled by a manually operated sluice gate. The dam has an overall length of 370 feet and a maximum height of 22 feet. The dam appears to be in fair condition and requires some work. The West Branch Dam has a tributary watershed of 33.3 square miles. The pond has a water surface area of 5.5 acres and a storage capacity with water level at the crest of the dam of 72 Acre-Feet. The main spillway has a capacity of about 8,200 cfs before overtopping the right portion of the dam.

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Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1980
Accession Number
ADA143140

Entities

Organizations

  • New England District, U.S. Army Corps of Engineers

Tags

DTIC Thesaurus Topics

  • Coefficients
  • Concrete
  • Connecticut
  • Dams
  • Drainage Basins
  • Embankments
  • Engineering
  • Engineers
  • Flood Control
  • Floods
  • Gates
  • Industrial Plants
  • Inspection
  • New England
  • Project Management
  • Reinforced Concrete
  • Spillways

Fields of Study

  • Geology

Readers

  • Hydraulic Engineering.