Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Bruce E. Larock"'
Autor:
J. Alan Ross, Bruce E. Larock
Publikováno v:
International Journal for Numerical Methods in Fluids. 24:693-714
SUMMARY This paper describes a finite element numerical model for the simulation of both steady and truly transient turbulent flow in two dimensions. All elements of the model and computational approach were chosen, however, for ease of applicability
Publikováno v:
Environmental sciencetechnology. 22(5)
La methode des elements finis est utilisee pour resoudre les problemes de diffusion a travers une paroi poreuse d'un composant simple dans un fluide en ecoulement laminaire. Ce type de phenomene est rencontre dans des laveurs a membrane utilises pour
Publikováno v:
Journal of Hydraulic Engineering. 125:981-983
In the steady flow computation of water surface profiles with one-dimensional models, bridges across floodplains require special attention. Accurate prediction of energy losses in the reaches upstream and downstream of the bridge requires accurate ev
Publikováno v:
Journal of Hydraulic Engineering. 123:1174-1175
Autor:
Bruce E. Larock
Publikováno v:
Eos, Transactions American Geophysical Union. 77:151-151
Everyone talks about the weather, but no one does anything about it, an adage says. Similarly, many fluid mechanicians this century have sought to describe accurately the flow phenomena occurring when fluid moves past an object or irregular terrain,
Publikováno v:
Soil Science Society of America Journal. 49:1502-1507
Autor:
Bruce E. Larock, Bruce A. DeVantier
Publikováno v:
Journal of Hydraulic Engineering. 113:80-94
Sediment‐driven density currents exist in most secondary sedimentation basins and cause the usual hydrodynamic flow pattern in these basins to deviate substantially from uniformity. The mathematical model introduced here allows one to predict, by d
Autor:
Bruce E. Larock, Bashir A. Chandio
Publikováno v:
Journal of Irrigation and Drainage Engineering. 110:275-288
A skimming well is a partially penetrating well in a thin unconfined layer of fresh water which overlies saline water in an aquifer. A three‐dimensional, unconfined, transient miscible flow model of skimming well operation, involving both ground‐
Publikováno v:
Journal of Hydraulic Engineering. 111:1099-1104
A Froude number that is applicable to subdivisions of a cross section is developed assuming one-dimensional flow. The subdivision Froude number is shown to determine accurately the flow regime in subdivisions of a cross section. An imaginary subdivis