Materials">
Material Expoxi Diametro de Cañeria NAG-200
Material Expoxi Diametro de Cañeria NAG-200
Material Expoxi Diametro de Cañeria NAG-200
1,1 85,15 183,90 46,65 691,29 1.027,00 1.917,65 3.792,75 5.779,91 11.614,77
1,2 81,18 175,31 47,89 659,01 979,06 1.828,12 3.615,67 5.510,06 11.072,51
1,3 77,68 167,77 49,06 630,65 936,93 1.749,46 3.460,09 5.272,96 10.596,05
1,4 74,59 161,07 50,17 605,49 899,54 1.679,65 3.322,02 5.062,55 10.173,23
1,5 71,81 155,08 51,23 582,96 866,07 1.617,16 3.198,43 4.874,21 9.794,76
1,6 69,31 149,68 52,24 562,65 835,90 1.560,82 3.086,99 4.704,38 9.453,49
1,7 67,04 144,77 53,20 544,22 808,51 1.509,68 2.985,85 4.550,24 9.143,75
1,8 64,96 140,30 54,13 527,39 783,51 1.463,00 2.893,52 4.409,55 8.861,02
1,9 63,06 136,19 55,02 511,95 760,58 1.420,17 2.808,82 4.280,47 8.601,63
2,1 59,69 128,90 56,71 484,56 719,88 1.344,18 2.658,52 4.051,42 8.141,35
2,2 58,18 125,65 57,51 472,33 701,71 1.310,25 2.591,42 3.949,16 7.935,87
2,3 56,78 122,62 58,29 460,93 684,78 1.278,63 2.528,89 3.853,87 7.744,38
2,4 55,47 119,78 59,04 450,27 668,95 1.249,08 2.470,43 3.764,79 7.565,37
2,5 54,24 117,13 59,77 440,29 654,11 1.221,37 2.415,63 3.681,28 7.397,55
2,6 53,08 114,63 60,49 430,90 640,16 1.195,33 2.364,13 3.602,79 7.239,83
2,7 51,99 112,28 61,18 422,05 627,02 1.170,80 2.315,61 3.528,84 7.091,23
2,8 50,96 110,05 61,85 413,70 614,62 1.147,63 2.269,79 3.459,02 6.950,93
2,9 49,99 107,95 62,51 405,80 602,88 1.125,71 2.226,44 3.392,96 6.818,18
3,5 45,08 97,35 66,17 365,96 543,69 1.015,20 2.007,86 3.059,86 6.148,80
4,5 39,27 84,80 71,38 318,76 473,56 884,25 1.748,88 2.665,18 5.355,69
Tabla E.3 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en m3/h
para Gas Natural con densidad 0,65 y caída de presión del 10% para prolongaciones
internas, de acuerdo con la fórmula de Renoaurd cuadrática
con presión mínima garantizada de 0,5 bar
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 13 19 25 32 38 51 63 76 102
(m) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
5,5 35,17 75,94 75,84 285,48 424,12 791,93 1.566,28 2.386,92 4.796,53
6,5 32,08 69,28 79,76 260,44 386,92 722,47 1.428,91 2.177,56 4.375,83
7,5 29,66 64,04 83,29 240,74 357,66 667,84 1.320,85 2.012,89 4.044,92
8,5 27,68 59,79 86,50 224,74 333,89 623,45 1.233,06 1.879,10 3.776,07
9,5 26,04 56,24 89,45 211,42 314,09 586,48 1.159,95 1.767,69 3.552,20
1 4,061 8,604 18,567 33,993 69,712 103,530 193,205 381,886 581,747 1168,282
2 2,776 5,881 12,691 23,234 47,648 70,762 132,055 261,016 397,620 798,514
3 2,222 4,707 10,158 18,597 38,139 56,641 105,701 208,927 318,269 639,158
4 1,897 4,019 8,674 15,880 32,567 48,366 90,259 178,403 271,771 545,779
5 1,679 3,556 7,674 14,049 28,812 42,789 79,852 157,833 240,436 482,851
6 1,519 3,217 6,943 12,711 26,068 38,714 72,246 142,800 217,535 436,861
7 1,395 2,956 6,380 11,680 23,953 35,572 66,384 131,212 199,883 401,411
8 1,297 2,747 5,929 10,854 22,259 33,058 61,691 121,937 185,754 373,037
9 1,216 2,575 5,557 10,174 20,866 30,988 57,828 114,302 174,122 349,678
10 1,147 2,430 5,245 9,603 19,693 29,246 54,578 107,878 164,336 330,026
11 1,089 2,307 4,978 9,113 18,689 27,755 51,796 102,379 155,959 313,201
12 1,038 2,199 4,745 8,688 17,817 26,460 49,380 97,603 148,684 298,591
13 0,993 2,104 4,541 8,314 17,051 25,323 47,257 93,407 142,292 285,754
14 0,954 2,021 4,360 7,983 16,371 24,313 45,373 89,683 136,619 274,362
15 0,918 1,945 4,198 7,686 15,763 23,410 43,686 86,349 131,541 264,164
16 0,886 1,878 4,052 7,419 15,214 22,595 42,165 83,343 126,962 254,968
17 0,857 1,816 3,920 7,176 14,716 21,855 40,785 80,615 122,805 246,622
18 0,831 1,760 3,798 6,954 14,262 21,180 39,525 78,125 119,012 239,003
19 0,807 1,709 3,687 6,751 13,844 20,560 38,369 75,840 115,531 232,013
20 0,784 1,661 3,585 6,563 13,460 19,990 37,304 73,734 112,323 225,571
21 0,763 1,617 3,490 6,390 13,104 19,461 36,318 71,785 109,354 219,609
22 0,744 1,576 3,402 6,229 12,774 18,970 35,402 69,975 106,597 214,071
23 0,726 1,538 3,320 6,079 12,466 18,513 34,549 68,288 104,027 208,910
24 0,709 1,503 3,244 5,938 12,178 18,086 33,751 66,711 101,624 204,085
25 0,694 1,470 3,172 5,807 11,908 17,685 33,003 65,233 99,372 199,562
Tabla E.4 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para Gas Natural con densidad 0,65 y caída de presión de 1 mbar (10 mmca), de
acuerdo con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
26 0,679 1,438 3,104 5,683 11,654 17,308 32,300 63,843 97,255 195,311
27 0,665 1,409 3,040 5,566 11,415 16,953 31,637 62,534 95,261 191,306
28 0,652 1,381 2,980 5,456 11,190 16,618 31,012 61,298 93,378 187,525
29 0,639 1,355 2,923 5,352 10,976 16,301 30,420 60,128 91,596 183,946
30 0,628 1,330 2,870 5,253 10,774 16,000 29,859 59,019 89,907 180,554
31 0,616 1,306 2,818 5,160 10,582 15,715 29,327 57,966 88,303 177,333
32 0,606 1,283 2,770 5,071 10,399 15,443 28,820 56,965 86,777 174,269
33 0,596 1,262 2,723 4,986 10,225 15,185 28,337 56,010 85,324 171,350
34 0,586 1,241 2,679 4,905 10,058 14,938 27,876 55,100 83,937 168,564
35 0,577 1,222 2,637 4,827 9,900 14,702 27,436 54,230 82,612 165,903
36 0,568 1,203 2,596 4,753 9,748 14,476 27,015 53,398 81,344 163,357
37 0,559 1,185 2,557 4,682 9,602 14,260 26,612 52,601 80,129 160,918
38 0,551 1,168 2,520 4,614 9,463 14,053 26,225 51,836 78,965 158,579
39 0,543 1,151 2,485 4,549 9,329 13,854 25,854 51,102 77,847 156,334
40 0,536 1,135 2,450 4,486 9,200 13,663 25,497 50,397 76,772 154,176
41 0,529 1,120 2,417 4,426 9,076 13,479 25,154 49,718 75,738 152,100
42 0,522 1,105 2,386 4,367 8,957 13,302 24,823 49,065 74,743 150,101
43 0,515 1,091 2,355 4,311 8,842 13,131 24,504 48,435 73,784 148,175
44 0,509 1,078 2,325 4,257 8,731 12,966 24,197 47,828 72,858 146,316
45 0,502 1,064 2,297 4,205 8,624 12,807 23,900 47,241 71,965 144,522
46 0,496 1,052 2,269 4,155 8,520 12,654 23,614 46,674 71,102 142,789
47 0,491 1,039 2,243 4,106 8,420 12,505 23,337 46,127 70,267 141,113
48 0,485 1,027 2,217 4,059 8,324 12,361 23,068 45,597 69,460 139,491
49 0,479 1,016 2,192 4,013 8,230 12,222 22,809 45,083 68,678 137,921
50 0,474 1,004 2,168 3,969 8,139 12,087 22,557 44,586 67,920 136,400
51 0,469 0,994 2,144 3,926 8,051 11,957 22,313 44,104 67,186 134,925
52 0,464 0,983 2,122 3,884 7,966 11,830 22,077 43,636 66,473 133,494
Tabla E.4 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para Gas Natural con densidad 0,65 y caída de presión de 1 mbar (10 mmca), de
acuerdo con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
53 0,459 0,973 2,100 3,844 7,883 11,707 21,847 43,182 65,782 132,105
54 0,455 0,963 2,078 3,805 7,802 11,587 21,624 42,741 65,110 130,757
55 0,450 0,953 2,057 3,766 7,724 11,471 21,407 42,313 64,458 129,446
56 0,446 0,944 2,037 3,729 7,648 11,358 21,196 41,897 63,823 128,172
57 0,441 0,935 2,017 3,693 7,574 11,248 20,992 41,491 63,206 126,932
58 0,437 0,926 1,998 3,658 7,502 11,142 20,792 41,097 62,605 125,726
59 0,433 0,917 1,979 3,624 7,432 11,037 20,598 40,713 62,021 124,552
60 0,429 0,909 1,961 3,591 7,364 10,936 20,409 40,339 61,451 123,408
61 0,425 0,901 1,944 3,558 7,297 10,837 20,224 39,975 60,896 122,293
62 0,421 0,893 1,926 3,527 7,232 10,741 20,045 39,620 60,355 121,206
63 0,418 0,885 1,909 3,496 7,169 10,647 19,869 39,273 59,827 120,146
64 0,414 0,877 1,893 3,466 7,108 10,555 19,698 38,935 59,312 119,112
65 0,411 0,870 1,877 3,436 7,047 10,466 19,531 38,605 58,809 118,102
66 0,407 0,862 1,861 3,408 6,988 10,379 19,368 38,283 58,318 117,117
67 0,404 0,855 1,846 3,380 6,931 10,293 19,209 37,968 57,839 116,154
68 0,401 0,848 1,831 3,352 6,875 10,210 19,053 37,660 57,370 115,213
69 0,397 0,842 1,816 3,326 6,820 10,128 18,901 37,360 56,912 114,293
70 0,394 0,835 1,802 3,299 6,766 10,049 18,753 37,066 56,464 113,394
71 0,391 0,829 1,788 3,274 6,714 9,971 18,607 36,778 56,026 112,514
72 0,388 0,822 1,774 3,249 6,662 9,894 18,465 36,497 55,598 111,653
73 0,385 0,816 1,761 3,224 6,612 9,820 18,325 36,222 55,178 110,811
74 0,382 0,810 1,748 3,200 6,563 9,747 18,189 35,952 54,768 109,987
75 0,380 0,804 1,735 3,177 6,515 9,675 18,056 35,688 54,366 109,179
76 0,377 0,798 1,723 3,154 6,468 9,605 17,925 35,430 53,972 108,388
77 0,374 0,793 1,710 3,131 6,421 9,536 17,797 35,176 53,586 107,613
78 0,371 0,787 1,698 3,109 6,376 9,469 17,671 34,928 53,208 106,853
79 0,369 0,781 1,686 3,087 6,332 9,403 17,548 34,685 52,837 106,109
Tabla E.4 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para Gas Natural con densidad 0,65 y caída de presión de 1 mbar (10 mmca), de
acuerdo con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
80 0,366 0,776 1,675 3,066 6,288 9,338 17,427 34,446 52,473 105,378
81 0,364 0,771 1,663 3,045 6,245 9,275 17,309 34,212 52,117 104,662
82 0,361 0,766 1,652 3,025 6,203 9,213 17,192 33,982 51,767 103,959
83 0,359 0,761 1,641 3,005 6,162 9,152 17,078 33,757 51,423 103,270
84 0,357 0,756 1,630 2,985 6,122 9,092 16,966 33,535 51,086 102,593
85 0,354 0,751 1,620 2,966 6,082 9,033 16,857 33,318 50,755 101,929
86 0,352 0,746 1,610 2,947 6,043 8,975 16,749 33,105 50,431 101,276
87 0,350 0,741 1,599 2,928 6,005 8,918 16,643 32,896 50,112 100,636
88 0,348 0,736 1,589 2,910 5,967 8,862 16,539 32,690 49,798 100,006
89 0,346 0,732 1,580 2,892 5,931 8,808 16,436 32,488 49,490 99,388
90 0,343 0,727 1,570 2,874 5,894 8,754 16,336 32,289 49,188 98,780
91 0,341 0,723 1,560 2,857 5,859 8,701 16,237 32,094 48,890 98,183
92 0,339 0,719 1,551 2,840 5,824 8,649 16,140 31,902 48,598 97,595
93 0,337 0,714 1,542 2,823 5,789 8,597 16,044 31,713 48,310 97,018
94 0,335 0,710 1,533 2,806 5,755 8,547 15,950 31,527 48,027 96,450
95 0,333 0,706 1,524 2,790 5,722 8,498 15,858 31,345 47,749 95,891
96 0,331 0,702 1,515 2,774 5,689 8,449 15,767 31,165 47,475 95,341
97 0,330 0,698 1,507 2,758 5,657 8,401 15,678 30,988 47,206 94,800
98 0,328 0,694 1,498 2,743 5,625 8,354 15,590 30,814 46,941 94,268
99 0,326 0,690 1,490 2,728 5,594 8,307 15,503 30,643 46,680 93,744
100 0,324 0,687 1,482 2,713 5,563 8,262 15,418 30,474 46,423 93,228
105 0,316 0,668 1,443 2,641 5,416 8,043 15,010 29,669 45,196 90,764
110 0,308 0,652 1,406 2,574 5,279 7,840 14,632 28,921 44,056 88,476
115 0,300 0,636 1,372 2,512 5,152 7,651 14,279 28,223 42,994 86,343
120 0,293 0,621 1,341 2,454 5,033 7,475 13,949 27,572 42,001 84,348
125 0,287 0,607 1,311 2,400 4,922 7,309 13,640 26,961 41,071 82,479
130 0,281 0,594 1,283 2,349 4,817 7,153 13,349 26,386 40,196 80,722
Tabla E.4 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para Gas Natural con densidad 0,65 y caída de presión de 1 mbar (10 mmca), de
acuerdo con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
135 0,275 0,582 1,257 2,301 4,718 7,007 13,076 25,845 39,371 79,067
140 0,269 0,571 1,232 2,255 4,625 6,868 12,817 25,334 38,593 77,504
145 0,264 0,560 1,208 2,212 4,536 6,737 12,573 24,851 37,857 76,025
150 0,259 0,550 1,186 2,171 4,453 6,613 12,341 24,393 37,159 74,623
155 0,255 0,540 1,165 2,133 4,373 6,495 12,121 23,957 36,496 73,292
160 0,250 0,530 1,145 2,096 4,298 6,383 11,911 23,544 35,865 72,025
165 0,246 0,522 1,126 2,061 4,226 6,276 11,712 23,149 35,264 70,819
170 0,242 0,513 1,107 2,027 4,157 6,174 11,521 22,773 34,691 69,668
175 0,238 0,505 1,090 1,995 4,091 6,076 11,339 22,413 34,143 68,568
180 0,235 0,497 1,073 1,964 4,029 5,983 11,165 22,069 33,619 67,515
185 0,231 0,490 1,057 1,935 3,969 5,894 10,999 21,740 33,117 66,507
190 0,228 0,483 1,042 1,907 3,911 5,808 10,839 21,424 32,636 65,541
195 0,225 0,476 1,027 1,880 3,856 5,726 10,685 21,121 32,174 64,613
200 0,222 0,469 1,013 1,854 3,802 5,647 10,538 20,829 31,730 63,721
1 2,548 5,397 11,647 21,323 43,729 64,942 121,193 239,547 364,915 732,833
2 1,741 3,689 7,961 14,574 29,888 44,387 82,834 163,729 249,417 500,887
3 1,394 2,953 6,372 11,666 23,924 35,529 66,304 131,054 199,642 400,927
4 1,190 2,521 5,441 9,961 20,428 30,339 56,617 111,908 170,475 342,353
5 1,053 2,231 4,814 8,813 18,073 26,841 50,089 99,005 150,819 302,880
6 0,953 2,018 4,355 7,973 16,352 24,284 45,318 89,575 136,454 274,031
7 0,875 1,854 4,002 7,326 15,025 22,313 41,641 82,306 125,381 251,795
8 0,813 1,723 3,719 6,808 13,963 20,736 38,697 76,488 116,518 233,996
9 0,763 1,615 3,486 6,382 13,088 19,438 36,274 71,699 109,222 219,344
10 0,720 1,525 3,290 6,023 12,353 18,345 34,235 67,669 103,084 207,017
11 0,683 1,447 3,122 5,716 11,723 17,410 32,490 64,219 97,829 196,463
12 0,651 1,379 2,977 5,450 11,176 16,598 30,975 61,224 93,265 187,299
13 0,623 1,320 2,849 5,215 10,696 15,884 29,643 58,592 89,256 179,246
14 0,598 1,267 2,735 5,007 10,269 15,251 28,461 56,256 85,697 172,100
15 0,576 1,220 2,633 4,821 9,888 14,684 27,403 54,165 82,512 165,703
16 0,556 1,178 2,542 4,654 9,543 14,173 26,449 52,279 79,640 159,935
17 0,538 1,139 2,459 4,501 9,231 13,709 25,583 50,568 77,033 154,699
18 0,521 1,104 2,383 4,362 8,946 13,286 24,793 49,006 74,653 149,920
19 0,506 1,072 2,313 4,235 8,684 12,897 24,068 47,572 72,470 145,536
20 0,492 1,042 2,249 4,117 8,443 12,539 23,400 46,251 70,457 141,495
21 0,479 1,014 2,189 4,008 8,220 12,208 22,781 45,029 68,595 137,755
22 0,467 0,989 2,134 3,907 8,013 11,900 22,207 43,894 66,865 134,281
23 0,456 0,965 2,083 3,813 7,819 11,613 21,671 42,835 65,253 131,044
24 0,445 0,943 2,035 3,725 7,639 11,345 21,171 41,846 63,746 128,017
25 0,435 0,922 1,989 3,642 7,470 11,093 20,702 40,919 62,334 125,180
26 0,426 0,902 1,947 3,565 7,310 10,857 20,261 40,047 61,006 122,514
Tabla E.5 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para GLP con densidad 1,52 y caída de presión de 1 mbar (10 mmca), de acuerdo
con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
27 0,417 0,884 1,907 3,492 7,161 10,634 19,845 39,226 59,755 120,001
28 0,409 0,866 1,869 3,423 7,019 10,424 19,453 38,450 58,574 117,629
29 0,401 0,850 1,834 3,357 6,885 10,225 19,082 37,717 57,456 115,385
30 0,394 0,834 1,800 3,295 6,758 10,037 18,730 37,021 56,396 113,257
31 0,387 0,819 1,768 3,237 6,638 9,858 18,396 36,361 55,390 111,237
32 0,380 0,805 1,737 3,181 6,523 9,687 18,078 35,732 54,433 109,315
33 0,374 0,792 1,708 3,127 6,414 9,525 17,775 35,134 53,521 107,483
34 0,368 0,779 1,680 3,077 6,309 9,370 17,486 34,563 52,651 105,736
35 0,362 0,766 1,654 3,028 6,210 9,222 17,210 34,017 51,820 104,067
36 0,356 0,755 1,629 2,981 6,114 9,081 16,946 33,495 51,025 102,470
37 0,351 0,743 1,604 2,937 6,023 8,945 16,693 32,995 50,263 100,940
38 0,346 0,733 1,581 2,894 5,936 8,815 16,450 32,515 49,532 99,473
39 0,341 0,722 1,559 2,853 5,852 8,690 16,217 32,055 48,831 98,064
40 0,336 0,712 1,537 2,814 5,771 8,570 15,994 31,613 48,157 96,711
41 0,332 0,703 1,516 2,776 5,693 8,455 15,778 31,187 47,509 95,408
42 0,327 0,693 1,496 2,740 5,618 8,344 15,571 30,777 46,884 94,155
43 0,323 0,684 1,477 2,704 5,546 8,237 15,371 30,382 46,283 92,946
44 0,319 0,676 1,459 2,670 5,477 8,133 15,178 30,001 45,702 91,780
45 0,315 0,668 1,441 2,638 5,409 8,034 14,992 29,633 45,142 90,655
46 0,311 0,660 1,423 2,606 5,345 7,937 14,812 29,278 44,600 89,568
47 0,308 0,652 1,407 2,576 5,282 7,844 14,638 28,934 44,077 88,516
48 0,304 0,644 1,391 2,546 5,221 7,754 14,470 28,602 43,570 87,499
49 0,301 0,637 1,375 2,517 5,162 7,667 14,307 28,280 43,080 86,514
50 0,297 0,630 1,360 2,489 5,105 7,582 14,150 27,968 42,605 85,560
51 0,294 0,623 1,345 2,463 5,050 7,500 13,997 27,665 42,144 84,635
52 0,291 0,617 1,331 2,436 4,997 7,421 13,848 27,372 41,697 83,737
53 0,288 0,610 1,317 2,411 4,945 7,343 13,704 27,087 41,263 82,866
Tabla E.5 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para GLP con densidad 1,52 y caída de presión de 1 mbar (10 mmca), de acuerdo
con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
54 0,285 0,604 1,304 2,386 4,894 7,268 13,564 26,811 40,842 82,020
55 0,282 0,598 1,290 2,363 4,845 7,196 13,428 26,542 40,433 81,198
56 0,279 0,592 1,278 2,339 4,797 7,125 13,296 26,281 40,035 80,399
57 0,277 0,586 1,265 2,317 4,751 7,056 13,167 26,026 39,648 79,621
58 0,274 0,581 1,253 2,295 4,706 6,989 13,042 25,779 39,271 78,865
59 0,272 0,575 1,242 2,273 4,662 6,924 12,920 25,538 38,904 78,128
60 0,269 0,570 1,230 2,252 4,619 6,860 12,802 25,304 38,547 77,411
61 0,267 0,565 1,219 2,232 4,577 6,798 12,686 25,075 38,198 76,711
62 0,264 0,560 1,208 2,212 4,537 6,738 12,573 24,852 37,859 76,029
63 0,262 0,555 1,198 2,193 4,497 6,679 12,463 24,635 37,528 75,365
64 0,260 0,550 1,187 2,174 4,458 6,621 12,356 24,423 37,205 74,716
65 0,258 0,546 1,177 2,156 4,421 6,565 12,251 24,216 36,889 74,083
66 0,255 0,541 1,168 2,138 4,384 6,510 12,149 24,014 36,582 73,464
67 0,253 0,537 1,158 2,120 4,348 6,457 12,049 23,816 36,281 72,860
68 0,251 0,532 1,149 2,103 4,312 6,404 11,952 23,623 35,987 72,270
69 0,249 0,528 1,139 2,086 4,278 6,353 11,856 23,435 35,700 71,693
70 0,247 0,524 1,130 2,070 4,244 6,303 11,763 23,250 35,419 71,129
71 0,245 0,520 1,122 2,054 4,211 6,254 11,672 23,070 35,144 70,577
72 0,243 0,516 1,113 2,038 4,179 6,207 11,582 22,894 34,875 70,037
73 0,242 0,512 1,105 2,022 4,148 6,160 11,495 22,721 34,612 69,509
74 0,240 0,508 1,096 2,007 4,117 6,114 11,410 22,552 34,354 68,992
75 0,238 0,504 1,088 1,993 4,087 6,069 11,326 22,386 34,102 68,485
76 0,236 0,501 1,081 1,978 4,057 6,025 11,244 22,224 33,855 67,989
77 0,235 0,497 1,073 1,964 4,028 5,982 11,163 22,065 33,613 67,503
78 0,233 0,494 1,065 1,950 4,000 5,940 11,085 21,909 33,376 67,026
79 0,231 0,490 1,058 1,937 3,972 5,898 11,007 21,757 33,143 66,559
80 0,230 0,487 1,051 1,923 3,944 5,858 10,932 21,607 32,915 66,101
Tabla E.5 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para GLP con densidad 1,52 y caída de presión de 1 mbar (10 mmca), de acuerdo
con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
81 0,228 0,483 1,043 1,910 3,918 5,818 10,857 21,460 32,691 65,652
82 0,227 0,480 1,036 1,897 3,891 5,779 10,784 21,316 32,472 65,211
83 0,225 0,477 1,030 1,885 3,865 5,741 10,713 21,175 32,257 64,779
84 0,224 0,474 1,023 1,872 3,840 5,703 10,643 21,036 32,045 64,354
85 0,222 0,471 1,016 1,860 3,815 5,666 10,574 20,900 31,838 63,937
86 0,221 0,468 1,010 1,848 3,791 5,630 10,506 20,766 31,634 63,528
87 0,219 0,465 1,003 1,837 3,767 5,594 10,440 20,635 31,434 63,126
88 0,218 0,462 0,997 1,825 3,743 5,559 10,374 20,505 31,237 62,731
89 0,217 0,459 0,991 1,814 3,720 5,525 10,310 20,379 31,044 62,343
90 0,215 0,456 0,985 1,803 3,697 5,491 10,247 20,254 30,854 61,962
91 0,214 0,454 0,979 1,792 3,675 5,458 10,185 20,132 30,667 61,587
92 0,213 0,451 0,973 1,781 3,653 5,425 10,124 20,011 30,484 61,219
93 0,212 0,448 0,967 1,771 3,631 5,393 10,064 19,893 30,304 60,857
94 0,210 0,446 0,962 1,760 3,610 5,361 10,005 19,776 30,126 60,500
95 0,209 0,443 0,956 1,750 3,589 5,330 9,947 19,662 29,952 60,150
96 0,208 0,440 0,950 1,740 3,569 5,300 9,890 19,549 29,780 59,805
97 0,207 0,438 0,945 1,730 3,548 5,270 9,834 19,438 29,611 59,466
98 0,206 0,435 0,940 1,721 3,528 5,240 9,779 19,329 29,445 59,132
99 0,204 0,433 0,935 1,711 3,509 5,211 9,725 19,221 29,281 58,803
100 0,203 0,431 0,929 1,702 3,490 5,182 9,671 19,116 29,120 58,480
105 0,198 0,419 0,905 1,657 3,397 5,045 9,416 18,610 28,350 56,934
110 0,193 0,409 0,882 1,615 3,312 4,918 9,178 18,141 27,635 55,498
115 0,188 0,399 0,861 1,576 3,232 4,800 8,957 17,704 26,969 54,160
120 0,184 0,390 0,841 1,539 3,157 4,689 8,750 17,295 26,346 52,910
125 0,180 0,381 0,822 1,505 3,087 4,585 8,556 16,912 25,762 51,737
130 0,176 0,373 0,805 1,473 3,021 4,487 8,374 16,551 25,214 50,635
135 0,172 0,365 0,788 1,443 2,959 4,395 8,202 16,212 24,697 49,597
Tabla E.5 - Tabla para cálculo de caudales de cañería de acero según la NAG-250 en
m3/h para GLP con densidad 1,52 y caída de presión de 1 mbar (10 mmca), de acuerdo
con la fórmula de Renoaurd lineal
Long. Diámetro nominal de la cañería en mm
equivalente
de cañería 9,5 13 19 25 32 38 51 63 76 102
(m) (3/8”) (½”) (¾”) (1”) (1¼”) (1½”) (2”) (2½”) (3”) (4”)
140 0,169 0,358 0,773 1,415 2,901 4,308 8,040 15,892 24,208 48,616
145 0,166 0,351 0,758 1,388 2,846 4,226 7,887 15,588 23,747 47,689
150 0,163 0,345 0,744 1,362 2,793 4,148 7,741 15,301 23,309 46,809
155 0,160 0,339 0,731 1,338 2,743 4,074 7,603 15,028 22,893 45,974
160 0,157 0,333 0,718 1,315 2,696 4,004 7,472 14,768 22,497 45,180
165 0,154 0,327 0,706 1,293 2,651 3,937 7,346 14,521 22,120 44,423
170 0,152 0,322 0,695 1,272 2,608 3,873 7,227 14,285 21,761 43,701
175 0,150 0,317 0,684 1,251 2,566 3,812 7,113 14,059 21,417 43,011
180 0,147 0,312 0,673 1,232 2,527 3,753 7,004 13,844 21,089 42,351
185 0,145 0,307 0,663 1,214 2,489 3,697 6,899 13,637 20,774 41,718
190 0,143 0,303 0,653 1,196 2,453 3,643 6,799 13,439 20,472 41,112
195 0,141 0,298 0,644 1,179 2,418 3,592 6,703 13,248 20,182 40,530
200 0,139 0,294 0,635 1,163 2,385 3,542 6,610 13,065 19,903 39,971
NOTA: Las tablas están realizadas con el diámetro interno que corresponde a cañerías de acero según
la NAG-250. Para otros materiales, se puede utilizar las tablas del catálogo del fabricante o bien
mediante la fórmula de RENOAURD correspondiente.