Abstract
The most difficult and constructionally complex reinforced-concrete elements of the internal passages of the units at the Kanevsk hydroelectric plant, which required an especially careful finishing of the frontal surfaces, were constructed by applying a highly rational method and with a minimum labor consumption, For further improvement of the adopted method of constructing hydraulic structures, it is necessary to determine more carefully the optimal weight of the truss units in order to reduce the cost of the crane time required for their installation, especially in vertical structures.
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