Skip to Main Content
Article navigation
Volume 18, Issue 4
April 1961
Proceedings of the Institution of Civil Engineers Cover Image for Volume 18, Issue 4
Research Article| April 01 1961

ST LAWRENCE POWER PROJECT-HYDRAULIC FEATURES.

O HOLDEN
O HOLDEN
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1961
Proceedings of the Institution of Civil Engineers (1961) 18 (4): 401–422.
https://doi.org/10.1680/iicep.1961.11448

Article PDF first page preview

First page of ST LAWRENCE POWER PROJECT-HYDRAULIC FEATURES.
Keywords: ONTARIO HYDROELECTRIC POWER COMMISSION, POWER, PROJECTS, HYDRAULIC, HYDROELECTRICITY, DEWATERING, DESIGN, NAVIGATION, CHANNELS, VELOCITY, RIVERS, FLOW, CALCULATIONS, CONDITIONS, HOMOLOGOUS, MODELS, MEASUREMENT, CONTROL, LEVELS, DOWNSTREAM, SEICHES, TREATIES, ENLARGEMENT, CONSTRUCTION, ST LAWRENCE, LAKE ONTARIO, CANADA, NORTH AMERICA
This content is only available via PDF.
© Thomas Telford and ICE
1961
You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Email address must be 94 characters or fewer.
Pay-Per-View Access
$39.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal