WATERSHED MODELING AND FLOOD ROUTING FOR SAFETY ASSESSMENT OF AN EXISTING DAM

Authors
Citation
Cf. Lee, WATERSHED MODELING AND FLOOD ROUTING FOR SAFETY ASSESSMENT OF AN EXISTING DAM, Journal of water resources planning and management, 122(5), 1996, pp. 334-341
Citations number
14
Categorie Soggetti
Engineering, Civil","Water Resources
ISSN journal
07339496
Volume
122
Issue
5
Year of publication
1996
Pages
334 - 341
Database
ISI
SICI code
0733-9496(1996)122:5<334:WMAFRF>2.0.ZU;2-X
Abstract
Hydroelectric power resources constitute a renewable and economic mean s of providing electricity to serve the energy needs of our modem soci ety. As dams get older, there is a need to ensure that their condition s of safety and integrity are also consistent with today's acceptable standards and criteria. This paper outlines the scope and major engine ering tasks in the Dam Safety Assessment Program undertaken by Ontario Hydro in Toronto, Canada. Methodologies used to determine the probabl e maximum flood for a high-hazard dam are presented together with a fl ood routing model. The 2012 MW R. H. Saunders/Robert Moses Generating Station on the St. Lawrence River is used as an example to illustrate such methodologies adopted for dam safety assessment. It is demonstrat ed that under probable maximum flood conditions together with extreme wind effects, the main dam of this power station would still have a co mfortable freeboard allowance, primarily because of the vast storage c apacity of Lake Ontario. The spill capacity is also found to be adequa te. The dam meets the requirements and pertinent standards of dam safe ty assessment.