A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
C25-2 DISCHARGE COEFFICIENT OF SIDE-WEIR WITH ZERO HEIGHT IN SUBCRITICAL OPEN-CHANNEL FLOWS
C25-2 DISCHARGE COEFFICIENT OF SIDE-WEIR WITH ZERO HEIGHT IN SUBCRITICAL OPEN-CHANNEL FLOWS
C25-2 DISCHARGE COEFFICIENT OF SIDE-WEIR WITH ZERO HEIGHT IN SUBCRITICAL OPEN-CHANNEL FLOWS
Onitsuka, K. (author) / Akiyama, J. (author) / Mataga, M. (author) / Tsunematsu, T. (author) / International Association of Hydraulic Engineering and Research
Congress; 31st, Proceedings of the XXXI IAHR congress: water engineering for the future : choices and challenges ; 2005 ; Seoul
2005-01-01
2 pages
Vol 1 of 2. Abstracts in print form. Title from carrier. Full papers contained on CD-ROM see 31st Supplement.
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Discharge formula of side-weir with zero height in subcritical open-channel flows
| British Library Conference Proceedings | 2005
Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow
| British Library Online Contents | 1999
TECHNICAL PAPERS - Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow
| Online Contents | 1999
Subcritical Side-Weir Flow at High Lateral Discharge
| ASCE | 2012
Subcritical Side-Weir Flow at High Lateral Discharge
| Online Contents | 2012