A platform for research: civil engineering, architecture and urbanism
Draft Tubes of Water Turbines in Underground and Semi-Underground Powerhouses
The effect of the centerline radius, bend angle, and diffuser length of high draft tubes in underground and semi-underground powerhouses on head losses is studied analytically. It is established that the dependence of the head losses on the diffuser length does not depend on the capacity, flow rate, and runner diameter of the water turbine; therefore, the diffuser length should be consistent with the construction conditions, but no greater than 35 – 40 m. The centerline radius r 0 of the elbow increases with its bend angle α.
Draft Tubes of Water Turbines in Underground and Semi-Underground Powerhouses
The effect of the centerline radius, bend angle, and diffuser length of high draft tubes in underground and semi-underground powerhouses on head losses is studied analytically. It is established that the dependence of the head losses on the diffuser length does not depend on the capacity, flow rate, and runner diameter of the water turbine; therefore, the diffuser length should be consistent with the construction conditions, but no greater than 35 – 40 m. The centerline radius r 0 of the elbow increases with its bend angle α.
Draft Tubes of Water Turbines in Underground and Semi-Underground Powerhouses
Mikhailov, I. E. (author)
Power Technology and Engineering ; 52 ; 185-190
2018-07-01
6 pages
Article (Journal)
Electronic Resource
English
Draft Tubes of Water Turbines in Underground and Semi-Underground Powerhouses
Online Contents | 2018
|Draft Tubes of Water Turbines in Underground and Semi-Underground Powerhouses
Online Contents | 2018
|Suspended support for crane rails in Norwegian underground powerhouses
Tema Archive | 1990
|Analysis of the arches of underground powerhouses with crane-supporting beams
Online Contents | 1972
|Analysis of the arches of underground powerhouses with crane-supporting beams
Springer Verlag | 1972
|