A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Conclusions Thus a change from calculation for the usually adopted fictitious fluid motion vertically to the actual with the use of the new integral relationship and resultant stresses inside the flow makes it possible: to refer the calculations of fluid discharge to the site of the orifice (Eq. (15)) and for the first time in hydraulic schemes to eliminate the discharge coefficients: to reveal the source of possible excessive increase of velocity and to determine its value as a function of the degree of the unsteady pressure relief background and contraction forces from the centrifugal forces; to substantiate the theoretical reserves of the capacity of orifices of hydraulic structures.
Conclusions Thus a change from calculation for the usually adopted fictitious fluid motion vertically to the actual with the use of the new integral relationship and resultant stresses inside the flow makes it possible: to refer the calculations of fluid discharge to the site of the orifice (Eq. (15)) and for the first time in hydraulic schemes to eliminate the discharge coefficients: to reveal the source of possible excessive increase of velocity and to determine its value as a function of the degree of the unsteady pressure relief background and contraction forces from the centrifugal forces; to substantiate the theoretical reserves of the capacity of orifices of hydraulic structures.
Capacity of hydraulic structures
Lyapin, A. N. (author)
Hydrotechnical Construction ; 26 ; 437-442
1992-07-01
6 pages
Article (Journal)
Electronic Resource
English
Capacity of Hydraulic Structures
| British Library Online Contents | 1992
Capacity of hydraulic structures
| Online Contents | 1992
Basic equation characteristic for discharge capacity of hydraulic structures
| Engineering Index Backfile | 1968
Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures
| British Library Online Contents | 2010
A basic equation characteristic for the discharge capacity of hydraulic structures
| Tema Archive | 1968