New passages in old dams

Author:

Molyneux J. Dominic1,Zhou Jim2,Bradshaw Jonathan3,Hogan Dennis J.4

Affiliation:

1. Technical Director, Black & Veatch, Redhill, UK

2. Design Manager, San Diego County Water Authority, San Diego, USA

3. Project Engineer, URS, Belfast, UK

4. Senior Project Engineer, Black & Veatch, Philadelphia, USA

Abstract

A number of new passages have been excavated in existing dams. These penetrations are to improve access, provide new outlets or access for grout curtains, and upgrade dams and outlets to meet modern standards. Potential damage to adjacent grout curtains, waterproofing details or appurtenant facilities from excessive vibration is a major concern. This paper reviews available excavation techniques and considers issues to be addressed for each. Vibration thresholds are also reviewed. Case histories for Klingenberg dam, Spelga dam, San Vicente dam and Warmwithens dam are used to illustrate the discussion of the different techniques.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference22 articles.

1. BSI. BS 7385: Part 2: Evaluation and Measurement for Vibration in Buildings: Guide to Damage Levels from Ground-borne Vibration. 1993, BSI, London, UK.

2. Pit slope manual, chapter 7: perimiter blasting

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