Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Brownlee dam -- Rockfill giant on middle snake
Embankment will be rockfill with sloping impervious core and selected fine and coarse filter zones; main structure and appurtenances approximately balances fill requirement which totals 6 million cu yd of rock and 400,000 cu yd of sand and gravel; upstream face of embankment will have series of berms, designed to protect dam from wave action at various stages of drawdown; design of tunnels and penstocks.
Brownlee dam -- Rockfill giant on middle snake
Embankment will be rockfill with sloping impervious core and selected fine and coarse filter zones; main structure and appurtenances approximately balances fill requirement which totals 6 million cu yd of rock and 400,000 cu yd of sand and gravel; upstream face of embankment will have series of berms, designed to protect dam from wave action at various stages of drawdown; design of tunnels and penstocks.
Brownlee dam -- Rockfill giant on middle snake
Pac Bldr Engr
Nelson, P. (Autor:in)
1957
Aufsatz (Zeitschrift)
Englisch
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Rockfill Dams: Brownlee Sloping Core Dam
| ASCE | 2021
| Engineering Index Backfile | 1959
Closure to “Mundal on Brownlee Dam”
| ASCE | 2021
Inflow Dynamics in Brownlee Reservoir
| British Library Conference Proceedings | 2004
Discussion of “Leonard on Brownlee Dam”
| ASCE | 2021