Skip to Main Content
Skip Nav Destination
Article navigation
Volume 43, Issue 1
May 1969
Proceedings of the Institution of Civil Engineers Cover Image for Volume 43, Issue 1
Research Article| May 01 1969

THE INFLUENCE OF CLIMATE ON HYDRO-ELECTRIC DEVELOPMENT IN MALAYA AND SOME DESIGN FEATURES OF THE BATANG PADANG SCHEME. Available to Purchase

PGD SHALLOW;
PGD SHALLOW
Search for other works by this author on:
This Site
PubMed
Google Scholar
RT GERRARD;
RT GERRARD
Search for other works by this author on:
This Site
PubMed
Google Scholar
DW GREEN
DW GREEN
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1969
Proceedings of the Institution of Civil Engineers (1969) 43 (1): 45–70.
https://doi.org/10.1680/iicep.1969.7401

Article PDF first page preview

First page of THE INFLUENCE OF CLIMATE ON HYDRO-ELECTRIC DEVELOPMENT IN MALAYA AND SOME DESIGN FEATURES OF THE BATANG PADANG SCHEME.
Keywords:
BINNIE, MALAYA NATIONAL ELECTRICITY BOARD, INFLUENCE, DEVELOPMENT, ELECTRICITY, DEVELOPING, WORKS, OUTLETS, SEDIMENTS, CLOSURES, DAMS, BACTERIA, HYDROGEN SULPHIDE, CLIMATE, DESIGN, POWER, CONSTRUCTION, SPILLWAYS, LOW LEVEL, PROBLEMS, DIVERSION, UNDERGROUND, SULPHATES, SIDESTREAM, HYDROELECTRICITY, DEMAND, COUNTRIES, OPERATION, RESERVOIRS, INTAKES, RIVERS, TROPICS, IRON, REDUCTION, BATANG PADANG, MALAYIA, MALAYSIA, ASIA
This content is only available via PDF.
© Thomas Telford and ICE
1969
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.
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.

Suggested Reading

SYNOPSIS OF PAPER 7489. BOUNDARY LAYER SEPERATIONS AND REVERSALS IN UNSTEADY FLOW.
Proceedings of the Institution of Civil Engineers (June,1972)
DISCUSSION. TECHNICAL NOTE. A HYDROLOGICAL CLASSIFICATION OF THE SOILS OF ENGLAND AND WALES.
Proceedings of the Institution of Civil Engineers (July,1971)
TECHNICAL NOTE. COASTAL MODELLING STRATEGY.
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (September,1992)
THE DEVELOPMENT OF A COMPREHENSIVE COMPUTER PROGRAM FOR THE CALCULATION OF FLOW PROFILES IN OPEN CHANNELS.
Proceedings of the Institution of Civil Engineers (September,1971)
DISCUSSION. THE COMPUTER AIDED ANALYSIS AND DESIGN OF A TIDAL CHANNEL. (INCLUDES CORRIGENDA)
Proceedings of the Institution of Civil Engineers (March,1969)

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