. The Street railway journal . FIG. 40.—HIGH-TENSION CABLE JOINTS AND TROUGHING, FIG. 41.—CABLE TROUGHING CONSTRUCTION, HIGH STREETEAST END OF EARLS COURT STATION TUNNEL, LOOKING WEST employed by the several companies in making the final accept- station and at all sub-stations. A wiped joint is made betweenance tests were radically different in several essential details. the cable sheath and brass gland, the three individual conduc-. FIG. 42.—CABLE TROUGHING CONSTRUCTION UNDER HIGH FIG. 43.—CABLE TROUGHING CONSTRUCTION UNDER HIGHSTREET BRIDGE, EAST END STREET BRIDGE, WEST END Contrary to the u
. The Street railway journal . FIG. 40.—HIGH-TENSION CABLE JOINTS AND TROUGHING, FIG. 41.—CABLE TROUGHING CONSTRUCTION, HIGH STREETEAST END OF EARLS COURT STATION TUNNEL, LOOKING WEST employed by the several companies in making the final accept- station and at all sub-stations. A wiped joint is made betweenance tests were radically different in several essential details. the cable sheath and brass gland, the three individual conduc-. FIG. 42.—CABLE TROUGHING CONSTRUCTION UNDER HIGH FIG. 43.—CABLE TROUGHING CONSTRUCTION UNDER HIGHSTREET BRIDGE, EAST END STREET BRIDGE, WEST END Contrary to the usual English and Continental practice, no tors of the three-core cable passing through the box withoutcharging devices of any kind have been installed at the gener- joints to the terminals above. The stranded conductors are
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Keywords: ., bookcentury1800, bookdecade1880, booksubjectstreetr, bookyear1884
