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Ruling gradient

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301:. Poor ventilation in long or narrow tunnels can starve the locomotive of power. The solution is analogous to compensation for curvature and requires the gradient in the tunnel and for some distance on either side to be greatly reduced compared to the ruling grade. Unfortunately, the necessary compensation for gradient is not a simple equation, but is rather a trial and error process. Since one cannot build several tunnels to find out which one is best, it is useful to study existing tunnels with steep gradients. 364:, Congress set the Standard Grade for railroads eligible for subsidies and grants in the 1850s. They took as that standard the one adopted by the Cumberland โ€“ Wheeling Railway, that grade being 116 feet per mile (22.0 m/km) or 2.2%. Later when charters were drawn up for the Canadian Pacific Railway in Canada and for the Union Pacific Railroad, the national governments imposed the Standard Ruling Grade on the two lines because each received federal assistance and regulation. (Vance, JE Jr.,1995) 63: 165: 22: 251:(or how light the train) must be in order for the run to be made without assistance. Even if 99% of the line could be run with a low-powered (and inexpensive) locomotive, if at some point on the line there is a steeper gradient than such train would be able to climb, this gradient "rules" that a more powerful locomotive must be used, in spite of it being far too powerful for the rest of the line. This is why special " 357:
issue is whether a running start should be assumed and, if yes, the speed to assume. Another issue is the train length to assume, given that certain lengths exceed the length of the hill in question. And if a running start at some arbitrary speed is assumed, the calculated "ruling grade" will be different for locomotives having different power-vs-speed characteristics.
255:" (also dubbed "Bankers") are often stationed near steep grades on otherwise mild tracks. It is cheaper than running a too-powerful locomotive over the entire track mileage just in order to make the grade, especially when multiple trains run over the line each day (to help justify the fixed daily cost of the helper operation). 356:
face nothing steeper than 0.5% on Track 1, the traditional westward track, but nowadays they might need to approach the Benicia bridge on Track 2, which includes 0.7 miles at about 1.9% on otherwise near-level track. Using this as an example, several issues arise on defining "ruling grade". One
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William H. Hay says "The ruling grade may be defined as the maximum gradient over which a tonnage train can be hauled with one locomotive....The ruling grade does not necessarily have the maximum gradient on the division. Momentum grades, pusher grades, or those that must regularly be doubled by
275:) wagons โ€“ try to follow the chord of the curve and not the arc. To compensate for this, the gradient should be a little less steep the sharper the curve is; the necessary grade reduction is assumed to be given by a simple formula such as 0.04 per cent per "degree of curve", the latter being a 344:
at Wells; the "ruling grade" from Sparks to Ogden could be considered 0.43%. But nowadays the railroad doesn't base helper engines at Wells so trains must leave Sparks with enough power to climb the 1.4%, making that the division's ruling grade.
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As such, the term can be ambiguous; and is even more ambiguous if the ruling grade is impacted by the effect of a momentum grade. Overland Route trains from
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used in the United States. On a 10-degree curve (radius 573.7 feet) the grade would thus need to be 0.4% less than the grade on straight track.
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A ruling grade is often found at a long climb up to a summit. Ideally, the cutting at the summit should be as deep as possible, such as at
376:, as this helps reduce the amount of climb and the steepness of the gradient. Alternately, a summit tunnel should be provided, such as at 492: 271:
Other things being equal, a train is harder to pull around a curve than it is on straight track because the wagons โ€“ especially bogie (2
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tonnage trains may be heavier." This means the "ruling grade" may change if the management chooses to operate the railroad differently.
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Moisture from exhausts and springs can also make the rails slippery, and allowance may need to be taken for that as well.
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is usually used as a synonym for "steepest climb" between two points on a railroad. More simply, the steepest
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Tunnels on steep gradients can present problems for air-breathing locomotives, such as
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1 in 100 โ€“ 1.00% ; (1 in 131 average) โ€“ 1874 โ€“ fume problems
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faced nothing steeper than 0.43% in the 531 miles from
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Unsourced material may be challenged and removed. 854: 483:List of steepest gradients on adhesion railways 547: 424:1 in 50 โ€“ 2.00% - on other side of summit to 266: 418:1 in 49 โ€“ 2.04% - asphyxiation death in 1942 493:Old Main Line (Baltimore and Ohio Railroad) 383: 50:Learn how and when to remove these messages 554: 540: 561: 396:lines, and non-operational country lines. 227:Learn how and when to remove this message 209:Learn how and when to remove this message 147:Learn how and when to remove this message 332:โ€”except for a few miles of 1.4% east of 247:to be climbed dictates how powerful the 855: 439:1 in 100 โ€“ 1.00% - 1839 โ€“ double track 535: 340:with a 5500-ton train) and would get 283:Compensation for gradients in tunnels 461:1 in 201 โ€“ 0.50% - 1845 โ€“ twin bores 158: 85:adding citations to reliable sources 56: 15: 13: 308:General situation in North America 14: 874: 455:when built โ€“ ventilation problems 390:Australian Rail Track Corporation 31:This article has multiple issues. 400: 163: 61: 20: 72:needs additional citations for 39:or discuss these issues on the 511: 394:Transport Asset Holding Entity 1: 504: 7: 465: 189:the claims made and adding 10: 879: 766:Cross-platform interchange 451:1 in 105 โ€“ 0.95% - 1916 โ€“ 367: 286: 277:measure of curve sharpness 267:Compensation for curvature 812: 784: 714: 696:Switch / turnout / points 686:Grand circle / roundabout 651: 608: 570: 522:December 8, 2008, at the 384:Curve and Gradient Books 406:(in order of steepness) 316:trains eastward across 258:In the 1953 edition of 478:Hillclimbing (railway) 433:1 in 90 โ€“ 1.11% - 1865 350:Sacramento, California 289:Table of turn tunnels 832:Minimum curve radius 799:Zig Zag / Switchback 81:improve this article 771:Interchange station 676:Facing and trailing 643:Classification yard 260:Railway Engineering 701:Swingnose crossing 299:diesel locomotives 174:possibly contains 850: 849: 443:Combe Down Tunnel 431:Dove Holes Tunnel 426:Combe Down Tunnel 422:Devonshire Tunnel 295:steam locomotives 237: 236: 229: 219: 218: 211: 176:original research 157: 156: 149: 131: 96:"Ruling gradient" 54: 870: 761:Spanish solution 751:Terminal station 724:Railway platform 556: 549: 542: 533: 532: 526: 515: 488:Mountain railway 449:Connaught Tunnel 416:Swan View Tunnel 314:Southern Pacific 232: 225: 214: 207: 203: 200: 194: 191:inline citations 167: 166: 159: 152: 145: 141: 138: 132: 130: 89: 65: 57: 46: 24: 23: 16: 878: 877: 873: 872: 871: 869: 868: 867: 853: 852: 851: 846: 842:Cant deficiency 827:Ruling gradient 808: 794:Horseshoe curve 780: 710: 671:Double junction 661:Flying junction 647: 604: 595:Quadruple track 566: 560: 530: 529: 524:Wayback Machine 516: 512: 507: 502: 468: 459:Woodhead Tunnel 403: 386: 370: 310: 291: 285: 269: 233: 222: 221: 220: 215: 204: 198: 195: 180: 168: 164: 153: 142: 136: 133: 90: 88: 78: 66: 25: 21: 12: 11: 5: 876: 866: 865: 863:Track geometry 848: 847: 845: 844: 839: 834: 829: 824: 818: 816: 814:Track geometry 810: 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"Ruling gradient"
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grade
motive power
helper engines
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measure of curve sharpness
Table of turn tunnels
steam locomotives
diesel locomotives
Southern Pacific
Nevada

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