Results 251 to 260 of about 6,154 (304)
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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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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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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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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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Feasibility Assessment of Basin Solar Stills
International Journal of Green Energy, 2014The present study assesses the feasibility of exploiting single- and double-basin solar stills in our daily lives. An investigation is carried out to determine the thermal performance and economic viability of making use of solar stills in water desalination.
O. Phillips Agboola +2 more
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A practical basin-type solar still
Solar Energy, 1965Abstract A basin-type solar still has been developed that is practical and economical to use in some parts of the world. Materials of construction and performance characteristics, as determined from extensive field testing and from analytical and laboratory investigations, are discussed.
J.W. Bloemer +3 more
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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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Journal of the Hydraulics Division, 1957
Continuing the development in Paper 1402, this paper describes tests to generalize the design of a shorter stilling basin containing chute blocks, end sill, and one row of baffle piers. General design rules and sample problems are included. Critical basin dimensions, water surface profiles, and tail water ranges are presented in dimensionless forms.
J. N. Bradley, A. J. Peterka
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Continuing the development in Paper 1402, this paper describes tests to generalize the design of a shorter stilling basin containing chute blocks, end sill, and one row of baffle piers. General design rules and sample problems are included. Critical basin dimensions, water surface profiles, and tail water ranges are presented in dimensionless forms.
J. N. Bradley, A. J. Peterka
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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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