Span length varies by:
- Mark or series of equipment (Mark 1/2/3/3A/3B/3C, UK1, Series 1/2)
- Maximum permitted conductor tension
- Maximum wind speed in the area
- Curve radius
- Presence of fixed constraints like birdges, stations, junctions (it may be necessary to have one more span and have them all a bit short as one fewer span may mean each one is too long)
- How long the adjacent spans are (to avoid harmonics)
- Available depth for the catenary; lower construction depth can mean shorter spans
And combinations of the above!
I was wondering about the different OHLE types funnily enough. Can anyone correct/amend/add to my current data -
MK1 - early WCML, imperial measurements, cantilever, painted masts, copper wire/cantilevers, use of portals on multi track, cantilevers on twin track, uses corrosion resistant components
MK2 - Glasgow to Wemyss Bay only, metric measurements, cantilever, unique experiment, now phased out, used cheaper galvanised steel arms
MK3 - ECML and northern WCML, uses headspans, uses cantilevers on twin track, many problems with it, introduced on BedPan, galvanised masts/aluminium arms, simple sagged, auto tensioned, lower system height, higher tension, development of MK2, AWAC catenary
a - steel headspan wires, copper contact
b - ditto but aluminium headspan wires, uses metric components
c - ditto but copper catenary, imperial components
d - copper/tin contact
MK4 - 140mph running, thicker wires, incompatible with MK3, higher tension
UK1 - modification of MK1/MK3 using aluminium or maybe steel cantilever arms and non porcelain insulators, first designed for WCML upgrade
Series 1 - this removed over-boom catenary wire and associated bird and pulley wheel problems!
Series 2 - copper wire, bronze catenary, fixed earthing devices, Omnia aluminium cantilever sliding component arrangement, few components, removed over-boom catenary wire and associated bird and pulley wheel problems