17 research outputs found
Near-bottom flow characteristics of currents at arbitrary angle to 2D ripples
Experimental results for near-bottom current velocity profiles for flows over artificial, definitely 2D ripples made of 1.5 cm high aluminum angle -profile spaced at 10 cm intervals are obtained for the following cases: (i)current alone perpendicular to ripples; (ii) current alone parallel to ripples; (iii) combined orthogonal wave-current flows for current parallel to ripples; and (iv) current alone at an angle of 30° to the ripple axis. The velocity profiles are analyzed by the log-profile method, and show the roughness experienced by the current to increase as the angle between ripple and current direction increases, i.e. demonstrating convincingly the reality of the concept of a direction-dependent roughness for flows over a 2D rippled bottom. Roughness experienced by the velocity component perpendicular to the ripples is, however, found to be independent of the direction of the mainstream flow relative to that of the ripples, and the different roughness experienced by the perpendicular and parallel velocity components gives rise to a turning of the current velocity vector to become increasingly aligned with the ripple crests as the bottom is approached from above. Implications of this feature, in terms of net sediment transport direction in combined wave-current flows in inner-shelf coastal waters, is discussed.Singapore–MIT Alliance for Research and Technology ((SMART) Center for Environmental Sensing and Modeling)Singapore. National Research Foundatio
Discharge coefficient of lateral diversion from trapezoidal channel
Journal of Irrigation and Drainage Engineering1174461-475JIDE
Correlation statistics of sediment motions and its dispersion
Journal of Hydraulic Research314495-505JHYR
GRAVIMETRIC STATISTICS OF RIPRAP QUARRYSTONES.
Journal of Waterway, Port, Coastal and Ocean Engineering1113589-593JWPE
Probability distribution of the speed of sediments and sediment waveforms
Journal of Hydraulic Research302265-27
Inertia dominated forces on submarine pipelines near seabed
Journal of Hydraulic Research2715-22JHYR
Experimental study on heated effluent discharge in a cross flow
Proceedings, Congress of the International Association of Hydraulic Research, IAHRB pt 21523-1528PCIR
Application of direct boundary integration method to wave diffraction by submerged bodies
Communications in Numerical Methods in Engineering1010799-808CANM
WAVE FORCE COEFFICIENTS FOR SUBMARINE PIPELINES.
Journal of Waterway, Port, Coastal and Ocean Engineering1144472-486JWPE