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L6

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Overview

L6 is a UK electricity pylon (steel lattice transmission tower) series. L6 appears to be the joint tallest tower type in the United Kingdom, with the standard height suspension towers ranging from 49.1 to 50.6 metres tall, compared to 50.5 m for SSE400. (The later L8 and L12 types that replaced L2 and L6 are only 46 metres tall.) L6 can be seen with both quad and triple conductor bundles.

In his article [Transmission tower development], author C Lomas reported:

Initially four separate detailed designs of the L6 tower were in existence but these were later rationalized into one new metric design when metric replaced the old imperial measures in the UK.

The four original L6 types were those of Blaw Knox (BK), BICC, Balfour Beatty (BB) and J L Eve. Although all four types met the same specification, each one was a quite different design and they are readily distinguishable from each other. Lomas missed out a stage of L6’s evolution: in between the original imperial designs and the unified L6m, there is also L6(c), which appears to have been a joint contract between BICC to J L Eve to each metricate a portion of their own design.

L6m is a new design that appears to resemble BICC’s design more closely than the other types. Drawing SP4072489 does not name the designer of L6m.

Lomas’s article also noted:

The maximum span of the L6 suspension tower was still 540 m with the maximum sum of adjacent spans being limited to 800 m. The L6 suspension tower weighed 23.2 tonnes.

L9 is the low-height version of L6, designed by J L Eve.

As of February 2023, National Grid’s approach to new heavy-duty lines is said to be D and D30 from L6 and all other tower types from L12, with steelwork upgrades to L12 as required.

General data

Known subtypes L6: BK (Blaw Knox), BICC, BB (Balfour Beatty), J L Eve
L6(c)
L6m (unified metric)
Height (straight line tower) 164′–2″ (50 m) (BES standard)
164′–8″ (50.2 m) (BEBS standard)
50.59 m (L6m)
Voltage 132 kV, 275 kV, 400 kV
Dates back to 1960 (specification)
Conductors Twin, triple, quad
Design conductor Quad 0.4″ SCA (Zebra)
Design earthwire 0.4″ SCA
Normal span 1200′ (366 m)
Weight 23.2 (L6m D)
Known heights (L6m) STD
M12 (−12 m) (D)
M10.68 (−10.68 m, −35′) (D20/D30)
M6 (−6 m)
M3 (−3 m)
E3 (+3 m)
E6 (+6 m)
E9 (+9 m)

Origin

For the 400 kV grid, additional capacity was obtained by building the new power lines with quad Zebra conductor bundles instead of twin Zebra bundles. This required much stronger and therefore heftier towers. The requirement for new towers also afforded the opportunity to increase the phase clearances, re-extend the middle crossarms to reduce conductor clashing, and increase the earthwire shielding by reducing the shielding angle from 45° to 35° “which, according to world statistics, should halve the number of lightning flashovers.” [400 kV Grid].

The images below show the progression of how the design of L6 was presented. Where official overview drawings—showing all tower types in production—only depicted Blaw Knox L3 (and not Eve L3), for L6 they only depicted the Balfour Beatty type.

Booth, Clark, Egginton and Forrest, March 1962
BES L6 (1960), Wires Pipes Pylons, 1962
BEBS L6 (1966), from drawing 35/5163 rev. K, 13/07/1966
Balfour Beatty L6 D (production design)

Insulator count

L6 towers were designed to share the same insulators as L8. With L6’s quad Zebra conductor bundles (versus twin Zebra bundles on L8 and L2), twice as many insulators were required per phase to support the load. On suspension towers, these insulator pairs are known as “duplex” sets.

As lines are reconductored, the 190 kN insulators are replaced with 400 kN insulators, halving the number of insulators per phase. This change is evident when only one circuit has been reconductored.

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Blaw Knox L6 suspension tower in Cholsey, Oxfordshire with one circuit refurbished to single insulator sets
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Duplex suspension set on a Blaw Knox L6 tower
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Single suspension set on a BICC L6 tower

L6(c)

L6(c) is a metric conversion of L6. Drawing 35/8173 from November 1977 indicates that L6(c) comprised the following:

This same working arrangement was used with L7, which was also a joint BICC–Eve design again using a mixture of BICC and Eve tower designs. The L7 towers bear corresponding similarities to those in L6.

Tower forms

L6 does not have separate D10 towers. The D30 type is divided into 0–10° and 10–30° forms that differ only in the design of the foundations. Above ground the two D30 types are identical; the D30 10–30° type has deeper front foundations and stubs and shallower back foundations and stubs than the 0–10° type.

The known L6 sub-series are:

The following diagrams are shown to scale at 12 pixels per metre.

Balfour Beatty design

Note that the centre crossarm bracing design of D30 and D60 varies. The solid lines represent D30 and D60 as shown on drawing 35/7291, redrawn 1966. D20EC, D30 and D60 towers matching this design can be found on the two 275 kV lines between Monk Fryston Substation and Ferrybridge Substation, to the north of Pontefract, England. The dashed lines show the extra bracing per drawing 35/6070 of illegible age, and this is the more common form taken by these towers. Drawing 35/6937, again of illegible date, has no vertical crossarm bracing on the D60 at all but this design is presently unconfirmed. D20EC and D30 appear to be identical above ground.

L6 BB D STD
L6 BB D20EC STD
L6 BB D30 STD
L6 BB D40EC STD
L6 BB D60 STD
L6 BB D90 STD
L6 BB DJT STD
L6 BB DT STD
L6 BB ST STD
L6 BB SF60 5–30° STD

The details in red in the DJT diagram are based an example depicted in Flickr photo Aston Station - Electricity pylons, due to the incompleteness and inaccuracy of the drawings on chart 35/7291. Chart 35/6070 is much better but the copy on the RMWeb forum is too small to use due to inability to comprehend the forum’s upload dimensions cap of 1500×1500 pixels. The area enclosed in red on the SF60 diagram is likely to have additional bracing but this detail was again omitted on the chart.

BICC design

The diagrams below were taken from an overly-shrunk copy of a poorly-reproduced copy (again due to use of the RMWeb forum) of an inaccurately-drawn L6 BICC drawing of unknown date and age. SF60 has been omitted due to chart inaccuracy.

Some towers were re-used in L6(c) below.

L6 BICC D STD
L6 BICC D20EC STD
L6 BICC D30 STD
L6 BICC D40EC STD
L6 BICC D60 STD
L6 BICC D90 STD
L6 BICC DT STD
L6 BICC DJT STD
L6 BICC ST STD

The D20EC earthwire changeover tower supports deviation up to 20° and a total angle of separation (between the outgoing circuits) of 40°. D40EC allows deviation up to 40°, with the total angle of separation still capped at 40° as with D20EC. The DT tower allows an angle of entry from 0–5° while the DJT and ST towers each allow an angle of entry of 0–45°.

Blaw-Knox design

L6 BK D STD
L6 BK D30 STD
L6 BK D60 STD
L6 BK D90 STD
L6 BK DT STD
L6 BK DJT STD
L6 BK ST STD
L6 BK SF60 STD

J L Eve design

Some drawings pending chart availability. Some towers were re-used in L6(c) below.

L6 JLE D STD
L6 JLE D20EC STD
L6 JLE D30 STD
L6 JLE D40EC STD
L6 JLE D60 STD
L6 JLE D90 STD
L6 JLE DJT STD
L6 JLE SF60

The drawings above are from Eve’s C896 drawing series. The D, D20EC, D30, D40EC and SF60 drawings are from the POWE 14/1690 file held at the University of Hertfordshire that contains material relating to the Thorpe Marsh–Stalybridge line. Of these, only the D20EC, D30 and SF60 drawings show all the bracing; the D drawing shows some bracing and the rest was taken from Paul Rees’s Eve L6 summary illustration of unknown source, with all additional bracing members connected to the ½ and ⅓ interval points of the respective members. The D60 and DJT drawings were obtained separately as the POWE 14/1690 versions omitted the bracing.

Note that D20EC and D30 are virtually identical but have different bracing in two places: the top crossarm (downwards-facing instead of upwards-facing in D20EC) and the bottom two body sections (symmetrical in D20EC and asymmetrical in D30).

An Eve SF60 tower has yet to be seen; L6 SF60s appear to be almost always BICC. The earthwire peaks in the SF60 diagram above have been significantly shortened in order to fit the dimensions given in Eve’s diagram, as their drawing and the dimensions therein do not correspond.

L6(c)

L6(c) was a joint project between BICC and Eve to each metricate a portion of their tower suite.

L6(c) D STD (BICC)
L6(c) D30 STD (J L Eve)
L6(c) D60 STD (BICC)
L6(c) D90 STD (J L Eve)
L6(c) DJT STD (J L Eve)
L6(c) DT STD (BICC)
L6(c) SF60 STD 0–15° (BICC)
L6(c) SF60 STD 15–45° (BICC)
L6(c) SF60 STD 45–60° (BICC)

The D STD drawing on chart chart 35/8173 is erroneous: the crossarm bracing is not the same on either side, and neither side matches BICC L6. The crossarm bracing is taken from photographs of actual BICC L6 towers and is thus drawn only approximately due to perspective. Any changes to the crossarm bracing between L6 and L6(c) are therefore not taken into account.

BICC’s SF60 tower has three positions for the horizontal section depending on deviation angle. The L6(c) chart also notes that if a low earthwire is used (rather than the high earthwire peak) then an extended gantry is required, with 4.953 m of extra width added to the inside angle. This length corresponds to three upright triangles of the horizontal section, i.e. 50% more width than the intial overhang of the 0–15° arrangement. In practice, most L6 SF60s are the BICC type and they are all reduced in height significantly (either M20 or M30); no standard size SF60s are yet encountered.

There are at least two D40EC (written D40° E/C) variations: 10° deviation and 20° deviation. These have an “offset” of 1.270 m and 1.346 m respectively, compared to a 2.590 m offset for D60 and a 5.182 m offset for D90.

L6m

L6m metric adaptation:

L6m D STD
L6m D30 STD
L6m D60 STD
L6m DJT STD
L6m ST STD

The drawings above are redrawn from SP Energy Networks drawing SP4072489 “L6M SPEC TOWERS DIMENSIONS”. This preliminary drawing does not include D90 or SF60.

L6m D height adaptations, taken from incomplete plans shown within an RMweb forum comment:

L6m D M12 (design unconfirmed)
L6m D M6
L6m D M3
L6m D M3 (hillsides only)
L6m D STD
L6m D E3
L6m D E3
L6m D E6
L6m D E9

The reason for a hillside-only M3 is not explained, and neither is the difference between the two E3 options.

Adaptation

Reduced-height, “headless” towers can be found at Dungeness:

Dungeness “headless” L6 BICC D30 M20′

Leading up to the Dungeness substation are two parallel lines of BICC L6 towers. This includes two side-by-side runs of closely-spaced reduced-height deviation towers without earthwire peaks. The earthwire is still there—attached at the top of each tower—but there is very little earthwire shade. These low-height towers are BICC D30 with what appears to be a 20-foot height reduction at the base (not counting the removal of the tower peak). The drawing above is only approximate due to the lack of a good BICC L6 chart.

See also:

Recognition points

The diagrams below will help with identifying the manufacturer of a particular L6 line.

Balfour Beatty suspension towers have five “K” bracing sections in the tower base:

Balfour Beatty D

Balfour Beatty D30 and D60 deviation towers are recognisable by their unique crossarm bracing style (the only types known to use horizontal bracing members).

All Blaw Knox L6 tower types have arch-like bracing of the base:

Blaw Knox D
Blaw Knox D30

J L Eve D suspension towers have virtually parallel sides of the top of the tower, from the top to the bottom crossarm. The tension types have a very slender peak with a flat top and zig-zag bracing.

J L Eve D
J L Eve D30

Examples

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Blaw Knox L6 D

Tower details

Crossarm width is the width across the widest crossarm; this may (as is the case with Eve) be only the width between the centres of the conductor attachment points, rather than to the end of the steelwork.

Tower dimensions
Type Source Height Base width Crossarm width Weight
L6 BB D STD 35/7291 164′–2″ (50 m) 36′–0″ (11 m) 67′–6″ (20.6 m) 22.16 tons (22.5 t)
L6 BICC D STD ? 164′–8″ (50.190 m) ? ? ?
L6 BK D STD SP4072513 49.911 m 9.144 m 19.660 m 21.37 t
L6 JLE D STD C.896/274B 161′–2″ (49.1 m) 30′–5916″ (9.3 m) 63′–0″ (19.2 m) 21 tons (21.3 t)
L6(c) D STD 35/8173 50.190 m 10.744 m 20.320 m 21.803 t
L6m D STD SP4072489 50.590 m 10.516 m 20.894 m ?
L6 BICC D20EC STD ? 158′–2″ (48.209 m) ? ? ?
L6 JLE D20EC STD C.896/351 154′–11″ (47.2 m) 43′–5½″ (13.2 m) 67′–10″ (20.7 m) ?
L6 BB D30 STD 35/7291 159′–4.5″ (48.6 m) 44′–0″ (13.4 m) 69′–0″ (21 m) 36.38 tons (37 t)
L6 BICC D30 STD ? 158′–2″ (48.209 m) ? ? ?
L6 BK D30 STD SP4072513 47.828 m 10.973 m 19.736 m 36.72 t
L6 JLE D30 STD C.896/… 154′–11″ (47.2 m) 43′–5½″ (13.2 m) 67′–10″ (20.7 m) 33 tons (33.5 t)
L6(c) D30 STD 35/8173 47.218 m 13.246 m 20.674 m 36.058 t
L6m D30 STD SP4072489 48.485 m 14.402 m 20.960 m ?
L6 BICC D40EC STD ? 160′–0″ (48.768 m) ? ? ?
L6 JLE D40EC STD ? 165′–6″ (50.4 m) 43′–10916″ (13.4 m) 66′–0″ (20.1 m) ?
L6 BB D60 STD 35/7291 165′–4.5″ (50.4 m) 47′–6″ (14.5 m) 71′–0″ (21.6 m) 44.21 tons (44.9 t)
L6 BICC D60 STD ? 167′–3″ (50.978 m) ? ? ?
L6 BK D60 STD SP4072513 48.946 m 12.802 m 20.574 m 45.36 t
L6 JLE D60 STD C896/223D 165′–8¼″ (50.5 m) 43′–10316″ (13.4 m) 66′–0″ (20.1 m) 40.5 tons (41.1 t)
L6(c) D60 STD 35/8173 50.978 m 14.478 m 21.488 m 41.280 t
L6m D60 STD SP4072489 51.090 m 15.117 m 21.800 m ?
L6 BB D90 STD 35/7291 171′–4″ (52.2 m) 60′–0″ (18.3 m) 90′–0″ (27.4 m) 67.779 tons (68.9 t)
L6 BICC D90 STD ? 177′–0″ (53.950 m) ? ? ?
L6 BK D90 STD SP4072513 49.251 m 15.240 m 22.860 m 50.05 t
L6 JLE D90 STD ? 169′–6″ (51.7 m) 46′–2″ (14.1 m) 78′–9″ (24 m) 43 tons (43.7 t)
L6(c) D90 STD 35/8173 51.663 m 14.139 m 24.003 m 45.994 t
L6 BB DJT STD 35/7291 171′–4″ (52.2 m) 60′–0″ (18.3 m) 90′–0″ (27.4 m) 81.781 tons (83.1 t)
L6 BICC DJT STD ? 169′–6″ (51.664 m) ? ? ?
L6 BK DJT STD SP4072513 50.317 m 15.240 m 25.146 m (basic) 74.83 t
L6 JLE DJT STD C896/289B 169′–8″ (51.7 m) 53′–078″ (16.2 m) 56′–0″ (17.1 m) (basic)
106′–0″ (32.3 m) (extended top crossarms)
?
L6(c) DJT STD 35/8173 51.663 m 16.176 m 26.212 m 66.264 t
L6m DJT STD SP4072489 51.770 m 19.767 m 28.800 m (basic) ?
L6 BB DT STD 35/7291 165′–10″ (50.5 m) 55′–0″ (16.8 m) 68′–6″ (20.9 m) (basic)
82′–0″ (25 m) (extended top crossarms)
58.17 tons (59.1 t)
L6 BICC DT STD ? 158′–9″ (48.387 m) ? ? ?
L6 BK DT STD SP4072513 48.946 m 12.802 m 19.660 m (basic)
28.194 m (extended top crossarms)
56.69 t
L6 JLE DT STD ? 157′–9″ (48.1 m) 43′–10916″ (13.4 m) 63′–0″ (19.2 m) (basic)
91′–0″ (27.7 m) (extended top crossarms)
?
L6(c) DT STD 35/8173 48.387 m 14.491 m 22.760 m (basic)
28.856 m (extended top crossarms)
77.876 t
L6 BB ST STD 35/7291 162′–7.5″ (49.6 m) 44′–0″ (13.4 m) 61′–6″ (18.7 m) (with standard crossarms) ?
L6 BICC ST STD ? 154′–6″ (47.092 m) ? ? ?
L6 BK ST STD SP4072513 44.780 m 10.973 m 17.679 m (full-length crossarms) 31.36 t
L6 JLE ST STD C.896/278 144′–11″ (44.2 m) 31′–6″ (9.6 m) ? ?
L6(c) ST STD 35/8173 44.170 m 10.301 m 18.257 m (with crossarms) Varies
L6m ST STD SP4072489 44.206 m 11.828 m 19.514 m ?
L6 BB SF60 STD 35/7291 90′–3″ (27.5 m) 51′–9″ (15.8 m) 75′–6″ × 37′–3″ (23 × 11.4 m) 28.07 tons (28.5 t)
L6 BICC SF60 STD ? ? ? ? ?
L6 BK SF60 STD SP4072513 27.483 m 12.192 × ? m 23.927 m ?
L6 JLE SF60 C.896/353 84′–3″ (25.7 m) 32′–0″×24′–4.75″ (9.8×7.4 m) 74′–9″ (22.8 m) ?
L6(c) SF60 STD 35/8173 27.584 m 12.192 × 9.144 m 21.012 m 31.598 t
Line entry limits
Type Limits
L6 BICC D20EC Mean line deviation 0–20°; maximum angle of separation 40°
L6 BICC D40EC Mean line deviation 0–40°; maximum angle of separation 40°
L6 BICC DJT Entry angle 0–45° as terminal tower
L6 BICC DT Entry angle 0–5°
L6 BICC ST Entry angle 0–45°

The BICC L6 angle limits and tower dimensions come from a CEGB drawing bearing the text “TYPICAL RANGE OF TOWERS FOR DOUBLE CIRCUIT 400 KV. LINES WITH 4×400 SQ.mm NOM.AL . A.C.S.R. CONDUCTORS PER PHASE (STANDARD HEIGHT TOWERS SHOWN)” of unknown title, number and date (the bottom is cut off), noted as source “?” in the dimensions table.

Known conductor arrangements
Designation Phase Earthwire Voltages used
Quad 0.4″ SCA 400 kV
L6 Quad Zebra (400 mm² ACSR) Zebra 132 kV, 275 kV, 400 kV (all 400 kV insulators)
L6/1 Twin Zebra Zebra
L6/2 Twin Araucaria (700 mm² AAAC) Keziah (160 mm² AACSR) 275 kV (400 kV insulators), 400 kV
L6/2R Twin Araucaria Keziah 400 kV
L6/3R Twin Rubus (500 mm² AAAC) Zebra
L6/4 Twin Redwood (800 mm² AAAC) Keziah
L6/5 Triple Araucaria
L6H Quad Zebra Zebra
L6M
L6(c) Quad 400 mm² ACSR 400 kV
L6(c)/1 Twin 400 mm² Single 400 mm²
L6(c)/2 Twin 800 mm² Single 400 mm²

Examples

Sundon–Wymondley

The Sundon–Wymondley 400 kV line, route 4TA, ends at Sundon substation. It uses Balfour Beatty (BB) L6 towers with quad conductor bundles.

Sundon

The line terminates at Sundon substation where a DJT tower splits the line onto an ST and an SF60, the latter via an intermediate ST. The tower types are confirmed from National Grid data.

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400 kV L6 BB and 132 kV Eve lines
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L6 BB D
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L6 BB D close-up
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L6 BB D detail
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L6 BB D60
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Scenic view approaching the L6 BB D60
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L6 BB D60 (4TA050)
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L6 BB D60 detail
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L6 BB DJT at Sundon Substation (4TA052), where the double-circuit line splits out to separate terminations
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L6 BB D adapted, possibly as a cell tower

Sundon–East Claydon

The Sundon–East Claydon 400 kV line is route 4YJ using Balfour Beatty L6 towers with triple conductor bundles.

Chalton

The Sundon–East Claydon line starts at Sundon Substation. The following pictures are from Chalton, near to the substation. Here, L6 line 4YJ and L2 line ZA cross over PL16 line PU. The photographs were taken on 23/09/2023, mostly while the sun was behind the clouds unfortunately.

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Tower 4YJ004, D, with PU line towers in the background
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Towers 4YJ007 (D30) and 4YJ006 (D)
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Tower 4YJ003, D60, with miniature PL16 S30 to the right
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Close-up on 4YJ003

Documentation

See also

Additional designs and details (note that some BICC and Eve examples could be L6(c) as they are not all verified against adjacent towers):

Other material:

Related types: