1930s Aerial TramwaysDuring the construction of the Hover Dam in the 1930s, 10 aerial tramways were built in order to move material from the canyon sides down to the construction side 700' below. The five 20-ton tramways operated at a horizontal speed of 1,200 ft/minute and could lower at 300 ft/minute.
In addition, a single 150-ton aerial tramway was built, which still survives although it does not appear to be serviceable:
Nevada tower:🔗Hoover-Dam-Tunnel-User-Album-Image-028[linkphoto]Hoover-Dam-Tunnel-User-Album-Image-028[/linkphoto][/link]
🔗Hoover-Dam-Tunnel-User-Album-Image-027[linkphoto]Hoover-Dam-Tunnel-User-Album-Image-027[/linkphoto][/link]
The track is made up of six 3.5" steel cables spaced 18.5" apart horizontally and supported by a tower on the Nevada side and by a steel and concrete saddle on the Arizona side, set into a tunnel bored into the rockface.
Detail of cables:🔗Hoover-Dam-Tunnel-User-Album-Image-029[linkphoto]Hoover-Dam-Tunnel-User-Album-Image-029[/linkphoto][/link]
The 150-ton tramway operated at 240 ft/minute with a travel of 1,050' of a total 1,200' span. Maximum load speed (for hoisting and lowering) was 120 ft/min for loads up to 40 tons and 30 ft/min for loads between 40 tons and 150tons.
In order to operate the tramway, five control stations were established: the main one on a lookout projecting 20' from the canyon wall and the remaining four at the portals of the construction adits leading to the penstock header tunnels.
The machinery was located inshore of the tower on the Nevada side, with each drum of the hoisting and conveying system driven by its own motor. In something of an advanced used of technology for the 1930s, the retardation of lowering loads was regenerative, although dynamic brakes were also provided to stop the descent and hold loads. As an aside, the emergency brakes utilised a Ferodo lining.
The three driving motors were rated at 400hp and the hoist motors at 175hp (there seems to be a lack of information on how many of these there were).
The anchorages at both ends consisted of 6.5' x 9' tunnels driven into the rock of the canyon sides, opening into chambers of 18'x18'x10' - these chambers and at least 50' of the tunnel were subsequently filled with concrete, with six 'bar-and-pin' units connected to a 13'x13' structural steelwork in the chamber itself. The cables were tensioned by 60 ton hydraulic jacks located between the Nevada tower and the anchor.
Arizona side anchor:🔗Hoover-Dam-Tunnel-User-Album-Image-024[linkphoto]Hoover-Dam-Tunnel-User-Album-Image-024[/linkphoto][/link]
When operating with a full 150 ton load, the pull on the Arizona side would have been 2,058,000 pounds and 2,100,000 pounds on the Nevada side: the breaking strain of the six cables was set at around 3x this, at 1,070,00 pounds each, or 6,420,000 pounds in total.
The track carriage used 48 rollers, 8 on each cable. These were of 24" diameter whilst the hoist sheaves were of 35" diameter.
Close-up of Nevada tower:🔗Hoover-Dam-Tunnel-User-Album-Image-026[linkphoto]Hoover-Dam-Tunnel-User-Album-Image-026[/linkphoto][/link]
🔗Hoover-Dam-Tunnel-User-Album-Image-025[linkphoto]Hoover-Dam-Tunnel-User-Album-Image-025[/linkphoto][/link]
The main purpose of the 150 ton tramway was to lower the steel sections of the penstock tunnels: these are of 30 diameter and due to their size had to be cast on site. It also seems likely that the tramway was used to lower the turbine components.
The smaller 20 ton tramways were mainly used to lower concrete to the construction site, although they could also be used in pairs to move larger items of machinery.
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