Article navigation
Volume 52, Issue 2
August 1972
Proceedings of the Institution of Civil Engineers Cover Image for Volume 52, Issue 2
Discussion| August 01 1972

DISCUSSION. THE PLANNING AND MANAGEMENT OF THE CONSULTING ENGINEER`S SUPERVISORY TEAQM AT KIANJI DAM.

;
ALH BAYLIS
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
GR CARR
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
WR RAINGLEY
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
BMU BENNELL
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
TD KERSHAW
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
D COOPER
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
PR VAUGHAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
JE GRAY
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
JR GWYTHER
Search for other works by this author on:
This Site
PubMed
Google Scholar
;
J WRIGHTMAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
LI UNCLES
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
1972
Proceedings of the Institution of Civil Engineers (1972) 52 (2): 207–218.
https://doi.org/10.1680/iicep.1972.5564

Article PDF first page preview

First page of DISCUSSION. THE PLANNING AND MANAGEMENT OF THE CONSULTING ENGINEER`S SUPERVISORY TEAQM AT KIANJI DAM.
Keywords: PLANNING, TEAMS, SITES, FACILITIES, ENGINEERS, MANAGEMENT, DAMS, PROCEDURE, PROJECTS, CONSULTANTS, SUPERVISION, FAMILIES, KAINJI, NIGERIA, AFRICA, NEDECO, BALFOUR BEATTY
This content is only available via PDF.
© Thomas Telford and ICE
1972

New and popular articles

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