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
1-6 of 6
Keywords: LENGTH
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 (1998) 130 (3): 142–153.
Published: 01 September 1998
... in a closed conduit, and how much air is transported, particularly relating to the conduit length/conduit dimension ratio. Keywords: hydraulics & hydrodynamics; dams, barrages & reservoirs; ¯oods & ¯oodworks Notation C air concentration or void faction d1 jet thickness at the plunge point D closed-conduit...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1995) 112 (3): 198–208.
Published: 01 September 1995
... SENSORS STARS ARRAYS ESTIMATES SYNTHETIC DATA MODIFICATION SENSITIVITY TESTS FIELD SETS COEFFICIENTS SEA STATE MATHEMATICS GENERATION REFLECTION BIMODAL SAMPLING FREQUENCY RECORDS LENGTH WINDOWS WATER h o c . Instn Civ. Engrs WMata. rit. &Energy, 1995, 112,Sept., 198-208...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1995) 112 (3): 215–226.
Published: 01 September 1995
...O ADERIBIGBE; N RAJARATNAM SCOUR REDUCTION SUBMERGED IMPINGING JETS SCREENS LABORATORIES STUDIES EROSION SAND BEDS CIRCULAR PLANE IMPACT MULTIPLE REGRESSION ANALYSIS PREDICTION LENGTH ASYMPTOTIC STATE EQUATIONS DYNAMIC DEPTH EXPERIMENTS WATER FLOW PATTERNS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (4): 333–344.
Published: 01 December 1994
... tendency as the free surfaceis approached; (iii)the mixing length (Fig. 6) increases over the flow depth; (iv)the energy spectra (Fig. 7) display wellthe inertial sub-range charac- dynamic viscosity kinematic viscosity turbulent eddycoefficient Coles' wake parameter fluid density shear stress wall shear...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (4): 311–316.
Published: 01 December 1994
... the empirical equation Darcy's empirical e v i d e n c e a n dequation (1856) been incorporated f r o m the outset in a t w o - p a r a m e t e r alternative to Prandtl's original mixing length assumption. It is s h o w n that, by the choice o f a rational f r a c t i o n f o r mfor the mixing length...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (3): 215–228.
Published: 01 September 1994
... not be expected. Notation b widthof rectangular channel b. transverse sill extent E, ratio between the sill height and the sill position (E,= S/XJ F Froudenumber h flow depth h. maximum wave height in sill forced stilling basins L, length of stilling basin L, jump length L, roller length of hydraulic jump N...
