Evaluation of the rehabilitation techniques at Terminal dam, New York

  • P.E. Anyanwu, G.L. Cross, S. Rabasca and J. Auser
  • Vol. 20 - Issue 4, 2013

During the 1980s, significant seepage occurred at the Terminal dam, a 32 m-high earth embankment structure. Several conventional rehabilitation projects failed, but in 1993, a series of options were developed to address seepage and seismic stability concerns. This paper reviews the performance of the dam, and the effectiveness, 20 years on, of the final method adopted.

Back to search

Order the full article

Get a copy of this back issue article in digital PDF format

£10.00
Buy Now

Related articles

Priest Rapids right embankment improvement project

Vol. 31 - Issue 3, 2024

Challenges with air demand for the refurbishment of bottom outlets

Vol. 30 - Issue 2, 2023

Dam safety management in Nepal: lessons to be learned from global practices

Vol. 30 - Issue 1, 2023

A new model for dual control criterion on deformation and deformation coordination for extra-high CFRDs

Vol. 30 - Issue 1, 2023
Archive Search

Print Journal

Go in-depth with the international journal on hydropower & dams

Learn more

Evaluation of the rehabilitation techniques at Terminal dam, New York
  • Vol. 20 - Issue 4, 2013

All your interactions with our website are protected by strong 256-bit encryption. Learn more about how we safeguard your personal data in our Privacy Policy.

Aqua~Media International Ltd is the publisher of The International Journal on Hydropower and Dams, and the organizer of the HYDRO, ASIA and AFRICA event series.

+44 (0)20 8773 7244
  • © 2024 Aqua~Media International Ltd.
  • All Rights Reserved.
  • Website by The Pixel Parlour.
Close
Close