A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design roughness coefficients of lined canals for hydroelectric power plants
Conclusions 1. Due to the fact that the roughness of lined canals is not stable, the norms should indicate the values of the design roughness coefficients in accordance with the purpose of the corresponding computation. 2. In elaborating the new norms, it is advisable to reduce the range of possible values of the roughness coefficient for some of the lining types. The indicated measure requires from the contractor a guarantee that certain absolute values of the roughness will not be exceeded. 3. The norms for selecting design roughness coefficients should be the same for all the departments.
Design roughness coefficients of lined canals for hydroelectric power plants
Conclusions 1. Due to the fact that the roughness of lined canals is not stable, the norms should indicate the values of the design roughness coefficients in accordance with the purpose of the corresponding computation. 2. In elaborating the new norms, it is advisable to reduce the range of possible values of the roughness coefficient for some of the lining types. The indicated measure requires from the contractor a guarantee that certain absolute values of the roughness will not be exceeded. 3. The norms for selecting design roughness coefficients should be the same for all the departments.
Design roughness coefficients of lined canals for hydroelectric power plants
Vasil'ev, Yu. S. (author)
Hydrotechnical Construction ; 1 ; 465-467
1967-05-01
3 pages
Article (Journal)
Electronic Resource
English
Design roughness coefficients of lined canals for hydroelectric power plants
| Online Contents | 1967
Concrete lined irrigation canals
Engineering Index Backfile | 1920
Simple Design Procedure for Lined Irrigation Canals
| British Library Online Contents | 1996
Alternative to Dredging Concrete-Lined Canals
Online Contents | 1996