In my last post I echoed one reader’s suggestion that
bridges might be extremely beneficial in rolling out a PRT system. After all, a bridge for PRT could carry the
same number of passengers as much more expensive traditional bridges and could
be routed more flexibly on either side. By
solving these particularly vexing transit problems, PRT could offer cities a
much more compelling value proposition than would otherwise be the case with a
limited starter system. Like an aircraft
that needs to surpass a certain speed to achieve lift-off, PRT systems need a
certain number a stations and a certain amount of track to make enough economic
sense to be worthwhile. These numbers,
unfortunately, are high enough that there are currently almost no interested
parties. A bridge or two might tip the
balance.
Here is a transportation system where they have taken the
concept a bit far, at least for my tastes. (It’s called Aerobus, and this was a temporary
installation, though it did carry quite a few passengers in its short
life...) Note that this is a two-way
(double) track, so that the “M” supports are actually a pair of “A” supports. Also note the arching of the track in the far
section. Presumably weight of the
vehicle is pulling on the main support cables, which are then lifting adjacent
sections. The bottom pic shows what is,
apparently, a switched, off-line station. The one thing I like about that top picture,
though, is that it points out something about suspension bridges (not to be
confused with cable-stayed ones) that is worth pondering. I am referring to the thinness of the track itself
between the vertical “hanger” cables. Since
these cables act as simple skyhooks and are closely spaced, the track needs
very little structure to stiffen it. In
this way a suspension bridge can be extremely long, yet the “roadway” portions
each only need sufficient girth to support themselves between hangers… at least in theory! (There
are wind loads and natural resonance issues to factor in.)
Notice the cabling on the sides to prevent movement from crosswinds. This is actually a fairly standard feature in pipeline bridges. Here is another example, although I have to say that I find the parallel main cable design puzzling for a single pipe. I like the bottom one, which splays those support cables to handle cross-winds.
Since bridges for transit are almost certain to be bidirectional, and since I have never really explored double track for PRT, I built a couple of 3D models. Note that there is no triangulated truss structure, since such short spans do not require it. Such sections would simply bolt together end-to-end, with each spanning the vertical support cables.
While working on the section above, I realized that a
pedestrian walkway would be a simple addition, and so I stopped working on that
model and started playing around with adding precast decking sections.
While working on that, however, I got yet another thought,
which is the matter of emergency evacuation. I guess it doesn’t pay to start modeling
without the full vision of what you really want.