Zobrazeno 1 - 10
of 27
pro vyhledávání: '"K. Babaeyan-Koopaei"'
Autor:
K. Babaeyan-Koopaei
Publikováno v:
Journal of Hydraulic Research. 41:443-446
Publikováno v:
Journal of Environmental Informatics. 1:28-36
Field measurements of velocity and turbulence have been carried out in a study reach of the River Severn (U.K.) during overbank flows. Directional current (DCM) and acoustic Doppler Velocity (ADV) meters have been used for the field measurements of v
Publikováno v:
Journal of Hydraulic Engineering. 128:891-900
Field measurements of velocity and turbulence have been carried out in a study reach of the River Severn at Lower Farm near Shrewsbury during overbank flow. Acoustic Doppler velocity meters have been used for the field measurements of velocity and tu
Publikováno v:
Journal of Hydraulic Engineering. 128:562-567
The Brent Reservoir was constructed in the mid-1830s and its siphon spillways were completed in 1936 to protect the dam from overtopping in the event of an extreme flood. Since completion, there have been problems with the hydraulic performance of th
Autor:
K. Babaeyan-Koopaei
Publikováno v:
Journal of Irrigation and Drainage Engineering. 127:386-389
Normal depth is an important parameter for the design of irrigation canals. Direct analytical solution of normal depth is not possible because of the implicit nature of governing equations. The solution usually requires tedious techniques of trial an
Publikováno v:
Water and Environment Journal. 15:244-251
Every year, major disasters and the associated damage and loss in the UK cost millions of pounds. One of the many ways that river engineers have responded to this is to collect and upgrade the amount, and quality, of the information about floods (inl
Publikováno v:
Journal of Irrigation and Drainage Engineering. 126:408-411
The characteristics of a parabolic-bottomed triangle cross section are introduced. For this geometry the “best” hydraulic cross section is determined by using the undetermined multipliers method of Lagrange. For a given flow, roughness coefficien
Publikováno v:
Journal of Hydraulic Engineering. 126:653-669
This paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes equation is presented that inclu
Publikováno v:
Journal of Irrigation and Drainage Engineering. 128:190-191
Publikováno v:
Journal of Hydraulic Engineering. 128:551-552