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A platform for research: civil engineering, architecture and urbanism
Selection of temporary diversion tunnels and tunnel schemes for discharge of water
Conclusions The presented principles of minimization of the cost of diverting water during construction based on an analysis of hydrostations under construction represented in the form of diversion systems make it possible to reduce the total cost of diverting water during construction of hydrostations and to solve a number of optimization problems. In particular, they permit determining the rational parameters of diversion tunnels and tunnel schemes; and this in turn reduces the cost of constructing hydrostations in mountain regions.To refine individual principles of the method of TEC for determining the parameters of diversion systems it is expedient to use it for determining the parameters of diversion tunnels when designing hydrostations planned for construction on rock foundations.Detailed elaboration of the EMM's of the relation between costs and parameters of diversion tunnels on the basis of the presented principles of TEC makes possible to subsequent conversion to systems of automated determination of the parameters of tunnel schemes and diversion tunnels in coordination with the development of systems for automated designing of hydropower facilities.
Selection of temporary diversion tunnels and tunnel schemes for discharge of water
Conclusions The presented principles of minimization of the cost of diverting water during construction based on an analysis of hydrostations under construction represented in the form of diversion systems make it possible to reduce the total cost of diverting water during construction of hydrostations and to solve a number of optimization problems. In particular, they permit determining the rational parameters of diversion tunnels and tunnel schemes; and this in turn reduces the cost of constructing hydrostations in mountain regions.To refine individual principles of the method of TEC for determining the parameters of diversion systems it is expedient to use it for determining the parameters of diversion tunnels when designing hydrostations planned for construction on rock foundations.Detailed elaboration of the EMM's of the relation between costs and parameters of diversion tunnels on the basis of the presented principles of TEC makes possible to subsequent conversion to systems of automated determination of the parameters of tunnel schemes and diversion tunnels in coordination with the development of systems for automated designing of hydropower facilities.
Selection of temporary diversion tunnels and tunnel schemes for discharge of water
Karabaev, E. I. (author)
1981
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
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