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RDSO's report no. TFC-77 (January 2002) of the ... - eLocoS

RDSO's report no. TFC-77 (January 2002) of the ... - eLocoS

RDSO's report no. TFC-77 (January 2002) of the ... - eLocoS

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plDced at Annexure No. VI. New sets <strong>of</strong> tables - one based on standard conditions anj<strong>the</strong> o<strong>the</strong>r on adverse conditions (taking into consideration <strong>the</strong> wet rDil conditions and 2.5 0<strong>of</strong> curvature) are beir~~rissued. O<strong>the</strong>r factors like conditiol"ls <strong>of</strong> track have <strong>no</strong>t been take ninto consideration as it is hoped that all <strong>the</strong> adverse factors will <strong>no</strong>t occur toge'lher.8.3.1.2 ROSO's guidelines for approach/attack speed versus maximum negotia blegradient length are attached in Annexure No. VII.8.3.1.3 While deciding <strong>the</strong> use <strong>of</strong> banker, vis-a-vis- double heading, it will be pragma ticto have multiple heading when <strong>the</strong>re are stretches <strong>of</strong> steeper gradients throughout <strong>the</strong>section as banking <strong>of</strong> trains on graded sections can lead to transport bottlenecks by way<strong>of</strong> banker movement, loss <strong>of</strong> time in attaching/detaching <strong>of</strong> bankers etc. but when <strong>the</strong>same (graded section) is limited to one or two sub-sections, provision <strong>of</strong> banker iseco<strong>no</strong>mical so that overall hauling capacity does <strong>no</strong>t remain unutilized during most ollherun.Double-headed operation is <strong>no</strong>t permitted on certain BGML spans, This restrictionis necessary to limit <strong>the</strong> longitudinal track force to 60 t <strong>of</strong> TE. Hence, for running <strong>of</strong> dOJbleheaded trains on those bridges, which do <strong>no</strong>t confirm to <strong>RDSO's</strong> design, <strong>the</strong> superstructure, bearings and sub-structure including foundation should be streng<strong>the</strong>ned. Theapproximate cost per span <strong>of</strong> 45.7m span BGML girder bridge, has been worked out asRs. 12.50 lakhs.S.E.Railway vide <strong>the</strong>ir letter No. 48/4 dated 2/7.3.2001 has asked for an addito nal130 electrical and 40 diesel locos for following <strong>the</strong> existing Rosa load tables (AnnexureNo.1X). The same may ~ur<strong>the</strong>r increase if revised load tables'are used. Average additonalloco cost Rs. 3.75 crores approximately, besides <strong>the</strong> cost <strong>of</strong> homing sheds that wI bea<strong>no</strong><strong>the</strong>r Rs. 10 crores for every 100 locos. Hence, <strong>the</strong> benefits/returns may <strong>no</strong>tcommensurate with <strong>the</strong> additional investment in <strong>the</strong> form <strong>of</strong> extra locos and streng<strong>the</strong>n ing<strong>of</strong> bridges.8.5 Finally it is concluded that provision <strong>of</strong> adequate power as per <strong>the</strong> technicalsolutions given in <strong>the</strong> present ROSO load tables may give additional benefits in <strong>the</strong> b rm<strong>of</strong> generation <strong>of</strong> extra path ,due to belter/improved balancing speeds and clearanca <strong>of</strong>critical block sections in lesser time (Annexure No. X). This may be advantageous forthose sections, which are operating to near saturation level <strong>of</strong> line capacity. But '<strong>the</strong>nextra capacity is available to run extra trains, decision should be taken judich.J slykeeping in mind <strong>the</strong> financial implications .. However, It is felt that in large number <strong>of</strong> cases, improvement in oper(ti ngpractices as done by Bilaspur division (Para 4.1 <strong>of</strong> <strong>the</strong> <strong>report</strong>) will greatly help in redLCing<strong>the</strong> incidences <strong>of</strong> stalling <strong>of</strong> freight trains in graded sections at minimal cost.

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