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How unlined rock tunnel resistance coefficients can be predicted by using rock overbreak parameter; considerations that enter in design of unlined rock tunnels are summarized; it is found that current method of prediction of hydraulic resistance is inadequate; study of tunnel rock overbreak experience leads to relation between rock overbreak and tunnel size; measure of rock overbreak provides simple correlation of flow resistance test results based on fully rough flow equation. (39554)
How unlined rock tunnel resistance coefficients can be predicted by using rock overbreak parameter; considerations that enter in design of unlined rock tunnels are summarized; it is found that current method of prediction of hydraulic resistance is inadequate; study of tunnel rock overbreak experience leads to relation between rock overbreak and tunnel size; measure of rock overbreak provides simple correlation of flow resistance test results based on fully rough flow equation. (39554)
Hydraulic design of unlined rock tunnels
ASCE J Hydraul Div
Huval, C.J. (Autor:in)
1969
12 pages
Aufsatz (Zeitschrift)
Englisch
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Hydraulic Design of Unlined Rock Tunnels
ASCE | 2021
|Discussion of “Hydraulic Design of Unlined Rock Tunnels”
ASCE | 2021
|Closure to “Hydraulic Design of Unlined Rock Tunnels”
ASCE | 2021
|Closure to “Hydraulic Design of Unlined Rock Tunnels”
ASCE | 2021
|Discussion of “Hydraulic Design of Unlined Rock Tunnels”
ASCE | 2021
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