Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Date
Availability
1-4 of 4
Keywords: SMOOTH
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (2): 77–80.
Published: 01 June 1999
...A A KHAN; BOUSSINESQ; GALERKIN; PETROV GALERKIN; BUBNOV GALERKIN MISSISSPPI UNIVERSITY OVERFALLS MODELLING RECTANGULAR EQUATIONS MODELS NUMERICAL FLOW UPSTREAM DOWNSTREAM FREE JETS HYBRID FINITE ELEMENTS WATER LEVELS NAPPE PROFILES SMOOTH ROUGH BEDS EXPERIMENTS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (2): 105–115.
Published: 01 June 1999
... using the UK Flood Channel Facility (FCF), a large-scale experimental compound channel. Boundary roughness conditions in the FCF included smooth main channel with both smooth and rod-roughened ¯ood plains, and a sand main channel bed with both smooth and rod-roughened ¯ood plains. The ¯ood plain...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1998) 130 (3): 163–173.
Published: 01 September 1998
...S Q YANG; S Y LIM © Thomas Telford and ICE 1998 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE SHEAR STRESS DISTRIBUTION BOUNDARIES SMOOTH RECTANGULAR OPEN CHANNELS FLOW METHODS ANALYTICAL FLUIDS THREE DIMENSIONAL PERIMETER WETTED STEADY UNIFORM ASPECT RATIOS MODELS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1993) 101 (2): 99–111.
Published: 01 June 1993
... appear more logical (see Fig.5), and a model has been 1320 Natural, P dNatural, D Natural, MEANDERING TWO-STAGE CHANNELS Fig. 6. Stagedischarge curvesfor low sinuosity (60') channel 280 240 E E g5 200 9 n 5 160 Q i? 120 roughened (test8) Bermlevel Natural, smooth (test 6) Low sinuosity, natural, smooth...
