Skip to Main Content
Article navigation
Volume 85, Issue 3
September 1988
Proceedings of the Institution of Civil Engineers Cover Image for Volume 85, Issue 3
Research Article| September 01 1988

RECTANGULAR SHAFT CONFIGURATION FOR STORM SEWAGE OVERFLOW STRUCTURES. Available to Purchase

R BURROWS;
R BURROWS
Search for other works by this author on:
This Site
PubMed
Google Scholar
KHM ALI
KHM ALI
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1988
Proceedings of the Institution of Civil Engineers (1988) 85 (3): 435–455.
https://doi.org/10.1680/iicep.1988.446

Article PDF first page preview

First page of RECTANGULAR SHAFT CONFIGURATION FOR STORM SEWAGE OVERFLOW STRUCTURES.
Keywords:
LIVERPOOL UNIVERSITY, RECTANGULAR, SHAFTS, CONFIGURATION, STORMS, SEWAGE, SEWERAGE, OVERFLOWS, STRUCTURES, HEADS, DIFFERENTIAL, CHAMBERS, RETENTION, VOLUME, DESIGN, DIMENSIONS, CONVENTIONAL, PERFORMANCE, PARTICLES, EFFICIENCY, TESTS, STILLING, PONDS, MODELS, STORAGE, OVERSPILL, REDUCTION, SEDIMENTATION, MAINTENANCE, IN SITU, FREQUENCY
This content is only available via PDF.
© Thomas Telford and ICE
1988
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.

Suggested Reading

DISCUSSION. ON STABILITY OF TWO-DIMENSIONAL STRUCTURAL FRAMEWORKS.
Proceedings of the Institution of Civil Engineers (June,1961)
DISCUSSION. TECHNICAL NOTE. FATIGUE DURABILITY UNDER WAVE ACTION.
Proceedings of the Institution of Civil Engineers (November,1976)
TECHNICAL NOTE. DISCUSSION. EMPIRICAL RELATIONSHIPS FOR SHALLOW WATER WAVES.
Proceedings of the Institution of Civil Engineers (June,1981)
DISCUSSION ON PAPER NO. 6147: THE ELASTIC BUCKLING OF BRITTLE COLUMNS.
Proceedings of the Institution of Civil Engineers (February,1958)
THECHNICAL NOTE. NUMERICAL DETERMINATION OF THE MOHR ENVELOPE AND CONFIDENCE ANALYSIS.
Proceedings of the Institution of Civil Engineers (December,1980)

Recommended for you

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

Cited By

Google Scholar
CrossRef (3)
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal