Experimental Study of the Flow Field over Bottom Intake Racks
@article{Righetti2008ExperimentalSO, title={Experimental Study of the Flow Field over Bottom Intake Racks}, author={Maurizio Righetti and Stefano Lanzoni}, journal={Journal of Hydraulic Engineering}, year={2008}, volume={134}, pages={15-22} }
Bottom racks made by longitudinal bars are hydraulic structures widely adopted for engineering purposes. In the present paper we revisit the problem of their hydraulic design, analyzing the data obtained from a systematic series of experiments carried out in a laboratory flume. For each run we measured the diverted discharge, the water surface longitudinal profile, and using a two-dimensional backscatter laser Doppler anemometer, we measured the velocity field over the rack and in the slit…
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25 References
Hydraulics of Bottom Rack Intake
- Engineering
- 2003
Bottom racks are a standard hydraulic structure used as intakes in mountainous regions, to divert water to turbines, and to retain sediment and other solid matter larger than rack spacing. These…
Bottom outlet for sewers
- Engineering
- 1997
The bottom opening is a standard structure in storm sewers, provided the approach flow is supercritical. Based on extended experimentation and by using the governing flow equations, the hydraulic…
Modeling overfalls using vertically averaged and moment equations
- Engineering, Geology
- 1996
A new set of vertically averaged and moment equations, which assumes a linear longitudinal velocity distribution and quadratic vertical velocity and pressure distributions, is used for modeling flow…
Flow Measurement with Rectangular Free Overfall
- Engineering
- 1992
Previous experimental works provide different values of the ratio between the end depth and the critical depth. Differences depend on the crosssection shape of the channel, the roughness of the…
Hydraulics of Plane Free Overfall
- Physics, Engineering
- 1983
The plane, free overfall is treated by using extended energy and momentum equations taking account of the streamline inclination and curvature. The end‐depth‐ratio is estimated by momentum…
FLOW IN A CHANNEL WITH A SLOT IN THE BED
- Engineering
- 1980
This paper presents a theoretical and experimental analysis of flow in a channelwith a bed slot spanning the entire width of the channel. A simple theoretical expression derived for the coefficient…
On the free overfall
- Physics
- 1993
The phenomenon of the free overfall, experimentally investigated since the pioneering work of H. Rouse (1933) but not enough known analytically, is studied here assuming the steady flow to be…
Mobile Barrages and Intakes on Sediment Transporting Rivers: IAHR Monograph Series
- Engineering
- 1992
Rapid growth in water requirements makes it necessary to increase the amount of water drawn from rivers. The dams necessary for capturing river water have to be built to resist damage when large…
Estimating Trajectory of Free Overfall Nappe
- Engineering
- 1999
The upper surface profile of a rectangular free overfall is modeled using the free-fall parabolic equation. Empirical and semiempirical relationships for the unknown quantities in this equation are…
Dynamic Equations for Steady Spatially Varied Flow
- Physics, Engineering
- 1970
Dynamic equations for steady spatially varied flow in uniform channels are derived separately based on momentum and energy principles. It is shown that the momentum equation is inherently different…