Results 241 to 250 of about 1,330 (296)
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STILLING BASIN WITH A FLOW SWIRLING
Prirodoobustrojstvo, 2021In the given materials there is given an analysis of the operation of existing constructions of devices for dissipation of excess energy of idle water discharges at hydraulic engineering facilities. The most applied design for dissipation of fl ow energy in the practice of hydraulic building in the world is stilling basins with straight axis made in ...
A. P. GURJEV +4 more
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Hydraulic Design of Stilling Basins: Stilling Basin with Sloping Apron (Basin V)
Journal of the Hydraulics Division, 1957Procedures and rules for the design of a stilling basin with a sloping apron are presented along with a discussion of the relative merits of sloping and horizontal aprons. Critical basin dimensions and tail water requirements are presented in dimensionless form. Recommendations are verified from an analysis of 13 existing basins having sloping aprons.
J. N. Bradley, A. J. Peterka
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Journal of the Hydraulics Division, 1961
Basin is device for dissipating excess kinetic energy and has important advantages for some conditions; 2 field installations of manifold stilling basin are described; both were made at outlet ends of pipe drops in canals in which vertical drop of water surface was several tens of feet.
Gene R. Fiala, Maurice L. Albertson
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Basin is device for dissipating excess kinetic energy and has important advantages for some conditions; 2 field installations of manifold stilling basin are described; both were made at outlet ends of pipe drops in canals in which vertical drop of water surface was several tens of feet.
Gene R. Fiala, Maurice L. Albertson
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Design of Anchored Slabs in Spillway Stilling Basins
Journal of Hydraulic Engineering, 2000JOURNAL OF HYDRAULIC ENGINEERING A.S.C.E.
FIOROTTO, Virgilio, SALANDIN P.
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Hydraulic Design of a USBR Type II Stilling Basin
Journal of Irrigation and Drainage Engineering - ASCE, 2017 The present paper deals with a United States Bureau of Reclamation (USBR) Type II stilling basin, which is characterized by blocks at the end of the chute and a dentated sill at the end of the basin.
Roberta Padulano +2 more
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Energy Conversion and Management, 1980
Abstract This paper presents a periodic analysis and observed performance of a double basin solar still, mounted on a stand. Observations on this type of still are in fair agreement with the results of analysis. The daily distillate production of such a still is on the average 36% higher than that of a single basin still.
M.S. Sodha +3 more
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Abstract This paper presents a periodic analysis and observed performance of a double basin solar still, mounted on a stand. Observations on this type of still are in fair agreement with the results of analysis. The daily distillate production of such a still is on the average 36% higher than that of a single basin still.
M.S. Sodha +3 more
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Shapes for Appurtenances in Stilling Basins
Journal of the Hydraulics Division, 1964Baffle pier experiments in hydraulic jump type of stilling basins indicate that wedge-shaped blocks with a vertex angle of 120○ dissipate more energy in a shorter length than rectangular blocks. The wedge blocks with the downstream portion cut-back at an angle of 90○ are expected to be free from cavitation.
N. Narayana Pillai, T. E. Unny
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Investigation of a single-basin solar still with deep basins
Renewable Energy, 1998Abstract A single basin solar still (SBSS) is designed and constructed. A simple transient mathematical model is presented for the still. It is based on analytical solution of the energy-balance equations for different parts of the still. Analytical expressions for temperatures of different components have been obtained.
S. Aboul-Enein +2 more
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1992
Except for larger structures or unusual circumstances, a stilling basin may not be tested in a hydraulic lab, or it may be tested with respect to several features although the final design does not involve a series of model studies. Based on this fact, several standardised basins were developed in the past, among which mention might be made of the
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Except for larger structures or unusual circumstances, a stilling basin may not be tested in a hydraulic lab, or it may be tested with respect to several features although the final design does not involve a series of model studies. Based on this fact, several standardised basins were developed in the past, among which mention might be made of the
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1990
These Ecole polytechnique federale de Lausanne EPFL, n° 850 (1990)Laboratoire de constructions hydrauliques Reference doi:10.5075/epfl-thesis-850Print copy in library catalog Record created on 2005-03-16, modified on 2016-08 ...
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These Ecole polytechnique federale de Lausanne EPFL, n° 850 (1990)Laboratoire de constructions hydrauliques Reference doi:10.5075/epfl-thesis-850Print copy in library catalog Record created on 2005-03-16, modified on 2016-08 ...
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