TABLE 1.

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Item No.

|Length of grade, in miles.

| |Rate of grade.

| | |Maximum curvature.

| | | |Compensation.

| | | | |Gross weight of load, in tons.

| | | | | |Weight of tender, in tons.

| | | | | | |Weight of locomotive, in tons.

| | | | | | | |Weight on drivers, in tons.

| | | | | | | | |Percentage of weight on

| | | | | | | | |drivers utilized in draft.

| | | | | | | | | |Class.

| | | | | | | | | |

| | | | | | | | | |

--+-----+------+------+----+-----+--+-----+-----+-----+--------------------

1| 0.06|0.066 | | | 115| | 37.5| 29 |0.358| 8-28-1/3 C

2| 0.33|0.0203|25°20'| | 242|25| 35 | 23 |0.285| 8-28 C

3| 1.0 |0.06 |16° |0.05| 192|22| 57.5| 50 |0.310|10-36 E

4| 1.3 |0.0127| | | 600|16| 40 | 32.5|0.300|Mogul.

5| 1.4 |0.0128| 3°12'| | 750|15| 51 | 44 |0.270|10-34 E

6| 2.0 |0.01 | | |1,000|15| 51 | 44 |0.291|10-34 E

7| 2.2 |0.013 | 3° | | 725|15| 51 | 44 |0.245|10-34 E

8| 2.5 |0.0144| 6° | | 400|27| 42 | 32 |0.237|10-32 E

9| 2.5 |0.004 | | |2,700|70| 96.7| 85.8|0.207| H 6 - A

10| 3.5 |0.033 |14° | | 100|25| 35 | 35 |0.160|

11| 3.6 |0.035 |10° |0.05| 236|22| 57.5| 50 |0.245|10-36 E

12| 4.0 |0.0085| 4° | |1,020|30| 51 | 44 |0.256|10-34 E

13| 6.0 |0.0145| | | 308|25| 38 | 28 |0.207|10-28 D

14| 6.0 |0.020 |10° |0.05| 460|32| 57.5| 50 |0.242|10-34 E

15| 7.5 |0.002 | | C |6,152|86|134.5|109.5|0.243|Mallet.

16| 9.75|0.018 | | | 200|18| 29 | 29 |0.170|

17|10.0 |0.006 | | C |6,173|86|299 |265 |0.203|Mallet.

18|12.0 |0.018 |10° | | 280|30| 51 | 44 |0.160|10-34 E

19|12.0 |0.022 | | | 850|74|175 |156 |0.166|D-D 16

20|13.0 |0.022 | | | 800|74|177 |158 |0.153|D-D 1

21|13.0 |0.022 |14° | | 415|50| 91 | 83 |0.154|Consol.

22|16.0 |0.0044| | | 950|30| 51 | 44 |0.164|10-34 E

23|20.0 |0.022 | | | 500|62| 97.5| 90 |0.170|F 8, Consol.

24|20.0 |0.022 | | | 800|74|177 |158 |0.159|L-1, Mallet.

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============================================================================

|Maker. |Railroad. |Reporting Officer. |Year.

--+--------+----------------------------+-----------------------------+-----

1|Baldwin.|Morgan's Louisiana & Texas |Newell Tilton, Asst. Supt. |1880

2| " |Long Island |S. Spencer, Gen. Supt. |1878

3| " |Atchison, Topeka & Santa Fe |J. D. Burr, Asst. Engr. |1879

4| " |Chillan & Talcahuana |J. E. Martin, Local Supt. |1879

5| " |Chicago, Burlington & Quincy|H. B. Stone |1880

6| " |Chicago, Burlington & Quincy| " |1880

7| " |Chicago, Burlington & Quincy| " |1880

8| " |St. Louis & San Francisco |C. W. Rogers, Gen. Mgr. |1879

9|Pa. R.R |Cumberland Valley. | |1910

10| | | |1910

11|Baldwin.|Atchison, Topeka & Santa Fe |J. D. Burr, Asst. Engr. |1879

12| " |Missouri Pacific |John Hewitt, Supt. M. P. |1880

13| " |Western Maryland |D. Holtz, M. of Mach'y. |1878

14| " |Atchison, Topeka & Santa Fe |J. D. Burr, Asst. Engr. |1879

15| " |Virginian Ry. | |1910

16| |Pennsylvania | |1910

17|Baldwin.|Virginian Ry. | |1910

18| " |Lehigh Valley, Wyoming Div. |A. Mitchell, Div. Supt. |1871

19| " |Great Northern |Grafton Greenough. |1908

20| " |Great Northern |Grafton Greenough. |1908

21| " |Baltimore & Ohio |F. E. Blaser, Div. Supt. |1910

22| " |Central of N. J. |W. W. Stearns, Asst.Gen.Supt.|1880

23| " |Great Northern |Grafton Greenough. |1908

24| " |Great Northern |Grafton Greenough. |1906

============================================================================

==============================================================================

|Source of Data. |Remarks.

--+-----------------------------------------+---------------------------------

1|Baldwin Catalogue, 1881, p. 134 |

2| " " 1881, " 72 |10 miles per hour.

3| " " 1881, " 115 | 8 " " "

| | Stops and starts on grade.

4| " " 1881, " 100 |

5| " " 1881, " 116 |Stops and starts at any point

| | on grade.

6| " " 1881, " 116 |

7| " " 1881, " 116 |

8| " " 1881, " 87 |

9| |

10|Trautwine's Pocket Book, Ed. 1882, p. 412|Empty cars; many curves and

| | reversions.

11|Baldwin Catalogue, 1881, p. 114 |

12| " " 1881, " 112 |

13| " " 1881, " 86 |12 miles per hour.

14| " " 1881, " 114 | 8 " " "

15|_Engineering News_, Jan. 13, 1910. |

16|Trautwine's Pocket Book, Ed. 1882, p. 412|

17|_Engineering News_, Jan. 13, 1910. |Road locomotive and helper.

18|Baldwin Catalogue, 1881, p. 112 |

19|Baldwin Loco. Wks. Record, No. 65, p. 29|

20|Baldwin Loco. Wks. Record, No. 65, p. 29|

21| |Very crooked line. Uncompensated.

22|Baldwin Catalogue, 1881, p. 113 |

23|Baldwin Loco. Wks. Record, No. 65, p. 29|

24|Baldwin Loco. Wks. Record, No. 65, p. 29|

==============================================================================

In proportioning grade resistance for any line, therefore, a locomotive

may be counted on to utilize 24.3% of the weight on the drivers for a

distance of 5 miles on a 0.002 grade without any assistance from

momentum, and, in the event of an unexpected stop, should be able, as

soon as a full head of steam is built up, to start the train and carry

it over the grade. This is probably a maximum, considering the condition

of the equipment of this Virginian Railway, as previously mentioned.

Treating Item 14 in the same way, a distance of 2,310 ft. is accounted

for by momentum, leaving, say, 5.5 miles for the steam, or the length of

a 0.02 grade on which a locomotive may be loaded on a basis of tractive

power equal to 24.2% of the weight on the drivers.

From these figures it may be concluded that on lines having grades from

12 to 15 or more miles in length, grades of 3 to 5 miles in length may

be inserted having rates 50% in excess of that of the long grades,

without decreasing the capacity of the line. This statement, of course,

is general in its bearings, each case being subject to its especial

limitations, and subject to detailed calculations.

It may be noted that the velocity of 60 ft. per sec., assumed at the

foot of the grade, is probably higher than should be expected in

practice; it insures, on the other hand, that quite enough has been

allowed for momentum, and that the results are conservative.

Arguments like the foregoing are always more or less treacherous; being

based on statistics, they are naturally subject to material

modifications in the presence of a larger array of data, therefore,

material assistance in reaching practical conclusions can be given by

the presentation of additional data.

Transactions of the American Society of Civil Engineers, Vol. LXX, Dec. 1910 Locomotive Performance On Grades Of Various Lengths, Paper No. 1172 · 第 6 / 10 题