diseño portalaterales hasta 4 diam
DESCRIPTION
RIEGO 2UNIVERSIDAD NACIONAL DE TRUJILLOINGENIERIA AGRICOLATRANSCRIPT
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SISTEMA 1 PALTO HASS - CHAVIMOCHICT 11/02/08
METRADOS DE TUBERIAS MATRIZ - ALTO DIAMETRO
RUTA MATRIZ ALTO DIAMETROCLASE C-5 C-5 C-5 C-5 C-5 C-5 C-5
DIAM. TUBO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM 90 MM
A-A1 168.00
B-A 103
C-B 106
D-C 106
E-D 106
F-E 106
G-F 106
H-G 106
I-H 106
J-I 106
K-J 106
L-K 106
M-L 106
N-M 106
O-N 46.77
P-O 203.48
Q-P 128.64
R-Q 106.00
R1-R2 136.87
R1-R2 98.89
PLUS 12.0 12.0 12.0 12.0 12.0 12.0 12.0
TOTAL - M 1449.5 118.0 262.2 140.6 12.0 254.9 110.9DIAMETRO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM 90 MM
CLASE C-5 C-5 C-5 C-5 C-5 C-5 C-5
TUBOS X 6 M 252 21 46 25 3 45 2010.08 0.84 1.84 1.00 0.12 1.80 0.80
16.48LUBRICANTE
0SISTEMA 1 PALTO HASS - CHAVIMOCHIC
T 11/02/08
METRADOS DE TUBERIAS MATRIZ Y SECUNDARIAS
MATRIZ Y SECUNDARIASVALVULA C-5 C-5 C-5 C-5 C-5 C-5 C-5
DIAM. TUBO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM 90 MM
V - 1 164.00
V - 2 168.00
V - 3 103.48
V - 4 250.00
V - 5 227.77
V - 6 106.00
V - 7 106.00
V - 8 200.14
V - 9 165.19
V - 10 285.00
V - 11 106.00
V - 12 106.00
V - 13 285.00
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V - 14V - 15 285.00
V - 16 106.00
V - 17V - 18 106.00
V - 19 215.78
V - 20V - 21 106.00
V - 22V - 23V - 24 106.00
V - 25V - 26V - 27 106.00
V - 28V - 29V - 30 106.00
V - 31 224.18
V - 32 242.15
V - 33 106.00
V - 34V - 35 106.00
V - 36 46.77
V - 37 203.48
V - 38 127.00
V - 39 136.87
V - 40 98.89
V - 41 106.00
V - 42 106.00
V - 43 213.52
V - 44V - 45 106.00
V- 46 106.00
V - 47V - 48V - 49 106.00
PLUS 24.0 24.0 24.0 24.0 24.0 24.0 24.0
TOTAL - M 1875.5 176.8 227.5 363.0 594.0 1430.3 945.2DIAMETRO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM 90 MM
CLASE C-5 C-5 C-5 C-5 C-5 C-5 C-5
TUBOS X 6 M 326 31 40 63 103 248 1649.3142857143 0.885714286 1.142857143 1.8 2.9428571429 7.0857142857 4.6857142857
40.3142857143LUBRICANTE
SISTEMA 1 PALTO HASS - CHAVIMOCHICT 11/02/08
METRADOS DE TUBERIAS PORTALATERALES
PORTALATERALESVALVULA C - 5 C - 8 C-12,5
DIAM. TUBO 110 MM 90 MM 75 MM 63 MM 50 MM 1 1/4''(40MM)
1 62.02 162.03 95.04 31.0 38.0
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5 124.0 36.06 78.0 82.07 126.0 66.08 24.0 116.0 61.09 37.0 29.0 36.0 58.010 37.0 29.0 36.0 58.011 47.0 36.0 59.012 35.0 29.0 37.0 59.013 174.014 149.015 28.0 52.016 59.0 74.017 37.0 29.0 36.0 58.018 19.0 39.0 40.0 62.019 15.0 43.0 102.020 28.0 30.0 40.0 62.021 58.0 75.022 32.0 64.023 99.0 61.024 33.0 60.0 134.025 37.0 96.026 49.0 33.0 78.027 112.028 82.0 35.029 160.030 181.031 80.0 40.0 42.032 49.0 60.033 59.0 103.0 109.034 183.0 54.0 76.035 160.036 63.0 42.0 55.037 132.0 73.0 28.038 36.0 41.0 213.0 149.039 64.0 31.0 29.040 160.041 23.0 83.042 25.0 135.043 28.0 70.044 45.0 52.0 63.045 30.0 58.0 72.046 18.0 62.0 80.047 18.0 62.0 80.048 88.0 83.049 69.0 31.0 38.050 69.0 55.0 27.051 29.0 87.0 33.052 36.0 62.0 90.053 160.054 70.0 90.055 44.0 127.056 85.0 42.0 44.057 80.0 38.0 42.058 70.0 90.059 71.0 91.060 64.0 45.0 54.061 174.062 28.0 48.0 61.063 36.0 111.064
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6566676869707172737475767778798081828384858687888990919293949596979899
100101102103104105106107108109110111112113114115116117118119120
PLUS 15.0 15.0 15.0 15.0 10.0 0.0
TOTAL - M 804.0 2253.0 3080.0 2434.0 1574.0 0.0DIAMETRO 110 MM 90 MM 75 MM 63 MM 50 MM 1 1/4''(40MM)
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CLASE C - 5 C - 8 C-12,5110 MM 90MM 75MM 63 MM
TUBOS X 6 M 140 391 534 422 273 0
TUBOS X 5 M 328 01.4 3.554545455 4.1076923077 2.8133333333 5.46
11.875571096
0 LUBRICANTE
SISTEMA 1 PALTO HASS - CHAVIMOCHICT 11/02/08
METRADOS DE ARCOS, PURGAS Y CERCOS
OTROS MATRIZVALVULA ARCOS PURGAS CERCO C-6,3
DIAM. TUBO 90 MM/10 63 MM 50 MM 32 MM 50 MM 140 MM
1 3.0 0.8 14.02 3.0 0.83 3.0 0.84 3.0 0.8 10.05 3.0 0.86 3.0 0.87 3.0 1.68 3.0 0.8 0.89 3.0 0.810 3.0 0.811 3.0 0.812 3.0 0.813 3.0 0.814 3.0 1.615 3.0 0.816 3.0 0.817 3.0 0.818 3.0 0.819 3.0 0.820 3.0 0.821 3.0 0.822 3.0 0.823 3.0 0.824 3.0 1.625 3.0 0.826 3.0 0.827 3.0 0.8 105.028 3.0 0.8 0.829 3.0 0.830 3.0 0.831 3.0 0.8 0.832 3.0 1.690919293949596979899
100101102103
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104105106107108109110111112113114115116117118119120
PLUS 3.0 0.8 0.8 10.0 0.0 12.0
TOTAL - M 192.0 44.8 24.0 77.0 0.0 117.0DIAMETRO 90 MM/10 63 MM 50 MM 32 MM 50 MM 140 MM
ARCOS PURGAS CERCO MATRIZ
TUBOS X 6 M 34 8 5 14 0 21
TUBOS X 5 M 5 17 0
630 MM 500 MM 450 MM 400 MM 355 MM 315 MMC-5 C-5 C-5 C-5 C-5 C-5
TUBOS STOCK
PEDIDO TUB 252 21 46 25 3 45REND LUBRREND PEGAMREND LIMP
ARCOS63/1090/10 34
MATRIZ140/6,3 2190/6,3 15
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MATRIZ ALTO DIAMETROC-5
REVISION
168.0
103.5
106.0
106.0
106.0
106.0
106.0
106.0
106.0
106.0
106.0
106.0
106.0
106.0
46.8
203.5
128.6
106.0
136.9
98.9
12.0 96.0
12.075 MM
30.12
MATRIZ Y SECUNDARIASC-5 C-5 C-5
75 MM 63 MM 1.5" REVISION
164.0
168.0
103.5
250.0
227.8
106.0
106.0
200.1
165.2
285.0
106.0
106.0
285.0
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136.01 136.0
285.0
106.0
277.00 277.0
106.0
215.8
141.68 141.7
106.0
277.00 277.0
277.00 277.0
106.0
111.09 111.1
75.88 75.9
106.0
277.00 277.0
277.00 277.0
106.0
224.2
242.2
106.0
277.00 277.0
106.0
46.8
203.5
127.0
136.9
98.9
106.0
106.0
213.5
133.66 133.7
106.0
106.0
96.74 96.7
75.85 75.9
106.0
24.0 24.0 24.0 240.0
788.2 1415.7 301.075 MM 63 MM 1.5" 40 mm 32 mm
C-5 C-5 C-5
137 246 533.9142857143 7.0285714286 1.5142857143
PORTALATERALESC-12,5
32 MM REVISION
62.0
162.0
95.0
69.0
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160.0
160.0
192.0
201.0
160.0
160.0
142.0
160.0
174.0
149.0
80.0
133.0
160.0
160.0
160.0
160.0
133.0
96.0
160.0
227.0
133.0
160.0
112.0
22.0 139.0
160.0
181.0
162.0
50.0 159.0
271.0
313.0
160.0
160.0
233.0
439.0
124.0
160.0
106.0
160.0
98.0
160.0
160.0
160.0
160.0
171.0
138.0
151.0
149.0
126.0 314.0
160.0
160.0
171.0
171.0
160.0
160.0
162.0
163.0
174.0
137.0
147.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
20.0 90.0
218.032 MM
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C-12,5
38
460.766.22
PEGAMENTO
MATRIZC-6,3
90 MM
49.021.0
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12.0
82.090 MM
MATRIZ
15
250 MM 160 MM 140 MM 110 MM 90 MM 75 MMC-5 C-5 C-5 C-5 C-5 C-5
346 63 103 388 555 671
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63 MM 1 1/2" 1 1/4" 1"
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63 MM 1 1/2" ó 50 1 1/4" ó 40 1" ó 32 mmC-5 C-7,5 C-10 C-10
#REF! 278 0 52
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X BLDX 1/4 GLNX 1/4 GLN
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SISTEMA 2 ESPARRAGO - CHAVIMOCHIC
METRADOS DE TUBERIAS MATRIZ - ALTO DIAMETRO
RUTA MATRIZ ALTO DIAMETROCLASE C-5 C-5 C-5 C-5 C-5 C-5
DIAM. TUBO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM
A-B 59.5797
B-C 106
C-D 106
D-E 106
E-F 106
F-G 106
G-G1A-I 46.42
I-J 106
J-K 106
K-L 106
L-M 106
M-M1 106
PLUS 12.0 12.0 12.0 12.0 12.0 12.0
TOTAL - M 389.6 376.4 224.0 12.0 224.0 12.0DIAMETRO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM
CLASE C-5 C-5 C-5 C-5 C-5 C-5
TUBOS X 6 M 68 66 39 3 39 32.72 2.64 1.56 0.12 1.56 0.12
LUBRICANTE
SISTEMA 2 ESPARRAGO - CHAVIMOCHIC
METRADOS DE TUBERIAS MATRIZ Y SECUNDARIAS
MATRIZ Y SECUNDARIASVALVULA C-5 C-5 C-5 C-5 C-5 C-5
DIAM. TUBO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM
V - 1V - 2V - 3V - 4
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V - 5 229
V - 6 180.27
V - 7V - 8V - 9 106
V - 10 229.00
V - 11 229.00
V - 12 106.00
V - 13V - 14V - 15 106.00
V - 16 229.00
V - 17 229.00
V - 18 106.00
V - 19V - 20V - 21 33.72
V - 22V - 23V - 24 106.00
V - 25V - 26V - 27 106.00
V - 28V - 29 229.00
V - 30 106.00
V - 31V - 32V - 33 106.00
V - 34 229.00
V - 35 229.00
V - 36 106.00
V - 37V - 38V - 39 635.40
PLUS 24.0 24.0 24.0 24.0 24.0 24.0
TOTAL - M 375.7 448.0 236.0 24.0 1755.7 940.0DIAMETRO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM
CLASE C-5 C-5 C-5 C-5 C-5 C-5
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TUBOS X 6 M 66 78 41 5 305 1631.8857142857 2.22857143 1.17142857 0.14285714 8.71428571 4.65714286
SISTEMA 2 ESPARRAGO - CHAVIMOCHIC
METRADOS DE TUBERIAS PORTALATERALES
PORTALATERALESVALVULA C - 5 C - 8
DIAM. TUBO 110 MM 90 MM 75 MM 63 MM 50 MM
1 62.02 162.03 95.04 31.0 38.05 124.0 36.06 78.0 82.07 126.0 66.08 24.0 116.0 61.09 37.0 29.0 36.0 58.0
10 37.0 29.0 36.0 58.011 47.0 36.0 59.012 35.0 29.0 37.0 59.013 174.014 149.015 28.0 52.016 59.0 74.017 37.0 29.0 36.0 58.018 19.0 39.0 40.0 62.019 15.0 43.0 102.020 28.0 30.0 40.0 62.021 58.0 75.022 32.0 64.023 99.0 61.024 33.0 60.0 134.025 37.0 96.026 49.0 33.0 78.027 112.028 82.0 35.029 160.030 181.031 80.0 40.0 42.032 49.0 60.0
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33 59.0 103.0 109.034 183.0 54.0 76.035 160.036 63.0 42.0 55.037 132.0 73.0 28.038 36.0 41.0 213.0 149.039 64.0 31.0 29.040 160.041 23.0 83.042 25.0 135.043 28.0 70.044 45.0 52.0 63.045 30.0 58.0 72.046 18.0 62.0 80.047 18.0 62.0 80.048 88.0 83.049 69.0 31.0 38.050 69.0 55.0 27.051 29.0 87.0 33.052 36.0 62.0 90.053 160.054 70.0 90.055 44.0 127.056 85.0 42.0 44.057 80.0 38.0 42.058 70.0 90.059 71.0 91.060 64.0 45.0 54.061 174.062 28.0 48.0 61.063 36.0 111.0646566676869707172737475
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767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118
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119120
PLUS 15.0 15.0 15.0 15.0 10.0
TOTAL - M 804.0 2253.0 3080.0 2434.0 1574.0DIAMETRO 110 MM 90 MM 75 MM 63 MM 50 MM
CLASE C - 5 C - 8110 MM 90MM 75MM 63 MM
TUBOS X 6 M 140 391 534 422 273
TUBOS X 5 M 3281.4 3.55454545 4.10769231 2.81333333 5.46
11.8755711
0 LUBRICANTE
SISTEMA 2 ESPARRAGO - CHAVIMOCHIC
METRADOS DE ARCOS, PURGAS Y CERCOS
OTROSVALVULA ARCOS PURGAS CERCO
DIAM. TUBO 90 MM/10 63 MM 50 MM 32 MM 50 MM
1 3.0 0.8 14.02 3.0 0.83 3.0 0.84 3.0 0.8 10.05 3.0 0.86 3.0 0.87 3.0 1.68 3.0 0.8 0.89 3.0 0.8
10 3.0 0.811 3.0 0.812 3.0 0.813 3.0 0.814 3.0 1.615 3.0 0.816 3.0 0.817 3.0 0.818 3.0 0.819 3.0 0.820 3.0 0.821 3.0 0.822 3.0 0.823 3.0 0.824 3.0 1.6
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25 3.0 0.826 3.0 0.827 3.0 0.828 3.0 0.8 0.829 3.0 0.830 3.0 0.831 3.0 0.8 0.832 3.0 1.633 3.0 1.634 3.0 0.8 0.8 15.035 3.0 0.836 3.0 0.837 3.0 0.8 0.838 3.0 1.6 0.839 3.0 0.840 3.0 0.841 3.0 0.842 3.0 0.843 3.0 0.844 3.0 0.845 3.0 0.846 3.0 0.847 3.0 0.848 3.0 0.8 0.8 7.049 3.0 0.8 0.8 7.050 3.0 0.8 0.851 3.0 0.8 0.852 3.0 0.8 1.653 3.0 0.854 3.0 1.655 3.0 0.856 3.0 0.8 7.057 3.0 0.858 3.0 1.659 3.0 1.660 3.0 0.861 3.0 0.862 3.0 0.8 7.063 3.0 0.864656667
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6869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110
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111112113114115116117118119120
PLUS 3.0 0.8 0.8 10.0 0.0
TOTAL - M 192.0 44.8 24.0 77.0 0.0DIAMETRO 90 MM/10 63 MM 50 MM 32 MM 50 MM
ARCOS PURGAS CERCO
TUBOS X 6 M 34 8 5 14 0
TUBOS X 5 M 5 17 0
630 MM 500 MM 450 MM 400 MM 355 MMC-5 C-5 C-5 C-5 C-5
TUBOS STOCK
PEDIDO TUB 68 66 39 3 39REND LUBRREND PEGAMREND LIMP
ARCOS63/1090/10 34
MATRIZ140/6,3 2190/6,3 15
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T 11/02/08
MATRIZ ALTO DIAMETROC-5 C-5
90 MM REVISION
59.6 LADO IZQUIERDO
106.0
106.0
106.0
106.0
106.0
221.4933 221.5
46.4 LADO DERECHO
106.0
106.0
106.0
106.0
106.0
12.0 12.0 96
233.5 12.090 MM 75 MM
C-5
41 31.64 0.12
10.36LUBRICANTE
T 11/02/08
MATRIZ Y SECUNDARIASC-5 C-5 C-5 C-5
90 MM 75 MM 63 MM 1.5" REVISION
136.94 136.9
132.56 132.6
151.66 151.7
40.327 40.3
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229.0
180.3
94.31 94.3
90.14 90.1
106.0
229.0
229.0
106.0
133.56 133.6
204.51 204.5
106.0
229.0
229.0
106.0
291.57 291.6
207.53 207.5
33.7
229.00 229.0
229.00 229.0
106.0
175.20 175.2
177.17 177.2
106.0
229.00 229.0
229.0
106.0
187.56 187.6
202.77 202.8
106.0
229.0
229.0
106.0
221.49 221.5
237.69 237.7
635.4
24.0 24.0 24.0 24.0 240.0
2304.4 642.5 360.1 160.990 MM 75 MM 63 MM 1.5" 50 mm 40 mm 32 mm
C-5 C-5
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400 112 63 2811.4285714 3.2 1.8 0.8
36.0285714LUBRICANTE
T 11/02/08
PORTALATERALESC-12,5
1 1/4''(40MM) 32 MM REVISION
62.0
162.0
95.0
69.0
160.0
160.0
192.0
201.0
160.0
160.0
142.0
160.0
174.0
149.0
80.0
133.0
160.0
160.0
160.0
160.0
133.0
96.0
160.0
227.0
133.0
160.0
112.0
22.0 139.0
160.0
181.0
162.0
50.0 159.0
![Page 34: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/34.jpg)
271.0
313.0
160.0
160.0
233.0
439.0
124.0
160.0
106.0
160.0
98.0
160.0
160.0
160.0
160.0
171.0
138.0
151.0
149.0
126.0 314.0
160.0
160.0
171.0
171.0
160.0
160.0
162.0
163.0
174.0
137.0
147.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
![Page 35: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/35.jpg)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
![Page 36: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/36.jpg)
0.0
0.0
0.0 20.0 90.0
0.0 218.01 1/4''(40MM) 32 MM
C-12,5
0 38
0 460.766.22
PEGAMENTO
T 11/02/08
MATRIZC-6,3 C-6,3
140 MM 90 MM
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105.0 49.021.0
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12.0 12.0
117.0 82.0140 MM 90 MM
MATRIZ
21 15
315 MM 250 MM 160 MM 140 MM 110 MM 90 MM 75 MMC-5 C-5 C-5 C-5 C-5 C-5 C-5
3 107 5 305 303 791 646
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63 MM 1 1/2" 1 1/4" 1"
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63 MM 1 1/2" ó 50 1 1/4" ó 40 1" ó 32 mmC-5 C-7,5 C-10 C-10
#REF! 306 0 52
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SISTEMA 3 MAIZ CHALA - CHAVIMOCHICT 11/02/08
METRADOS DE TUBERIAS MATRIZ - ALTO DIAMETRO
RUTA MATRIZ ALTO DIAMETROCLASE C-5 C-5 C-5 C-5 C-5
DIAM. TUBO 315 MM 250 MM 200 MM 160 MM 140 MM
A-B 122.94
B-C 103.48
C-D 106
D-E 106
E-F 106
F-F1 106
F-1-F2 106
F2-F3 106
F3-F4 106
PLUS 12.0 12.0 12.0 12.0 12.0
TOTAL - M 556.4 224.0 118.0 12.0 118.0DIAMETRO 315 MM 250 MM 200 MM 160 MM 140 MM
CLASE C-5 C-5 C-5 C-5 C-5
TUBOS X 6 M 97 39 21 3 213.88 1.56 0.84 0.12 0.84
7.24LUBRICANTE
0SISTEMA 3 MAIZ CHALA - CHAVIMOCHIC
T 11/02/08
METRADOS DE TUBERIAS MATRIZ Y SECUNDARIAS
MATRIZ Y SECUNDARIASVALVULA C-5 C-5 C-5 C-5 C-5 C-5
DIAM. TUBO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM 90 MM
V - 1 108.11
V - 2 94.64
V - 3 35.48
V - 4 119.76
V - 5 93.55
V - 6 84.00
V - 7V - 8
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V - 9V - 10V - 11V - 12V - 13V - 14V - 15V - 16V - 17V - 18V - 19V - 20V - 21V - 22V - 23V - 24V - 25V - 26V - 27V - 28V - 29V - 30V - 31V - 32V - 33V - 34V - 35V - 36V - 37V - 38V - 39V - 40V - 41V - 42V - 43V - 44V - 45V- 46PLUS 24.0 24.0 24.0 24.0 24.0 24.0 24.0
TOTAL - M 24.0 24.0 202.6 59.5 132.1 24.0DIAMETRO 315 MM 250 MM 200 MM 160 MM 140 MM 110 MM 90 MM
CLASE C-5 C-5 C-5 C-5 C-5 C-5 C-5
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TUBOS X 6 M 5 5 36 11 23 50.14285714 0.14285714 1.02857143 0.31428571 0.65714286 0.14285714
2.85714286LUBRICANTE
SISTEMA 3 MAIZ CHALA - CHAVIMOCHICT 11/02/08
METRADOS DE TUBERIAS PORTALATERALES
PORTALATERALESVALVULA C - 5 C-12,5
DIAM. TUBO 110 MM 90 MM 75 MM 63 MM 1 1/4''(40MM)
1 62.02 162.03 95.04 31.05 124.0 36.06 78.0 82.07 126.0 66.08 24.0 116.09 37.0 29.0 36.010 37.0 29.0 36.011 47.0 36.012 35.0 29.0 37.013 174.014 149.015 28.016 59.0 74.017 37.0 29.0 36.018 19.0 39.0 40.019 15.0 43.0 102.020 28.0 30.0 40.021 58.0 75.022 32.023 99.0 61.024 33.0 60.025 37.0 96.026 49.0 33.0 78.027 112.028 82.029 160.030 181.0
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31 80.0 40.032 49.033 59.0 103.034 183.0 54.035 160.036 63.0 42.0 55.037 132.0 73.038 36.0 41.0 213.039 64.0 31.040 160.041 23.0 83.042 25.0 135.043 28.0 70.044 45.0 52.0 63.045 30.0 58.0 72.046 18.0 62.0 80.047 18.0 62.0 80.048 88.049 69.0 31.050 69.0 55.051 29.0 87.052 36.0 62.053 160.054 70.0 90.055 44.0 127.056 85.0 42.0 44.057 80.0 38.0 42.058 70.0 90.059 71.0 91.060 64.0 45.0 54.061 174.062 28.0 48.0 61.063 36.0 111.064656667686970717273
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7475767778798081828384858687888990919293949596979899
100101102103104105106107108109110111112113114115116
![Page 54: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/54.jpg)
117118119120
PLUS 15.0 15.0 15.0 15.0 0.0
TOTAL - M 804.0 2253.0 3080.0 2434.0 0.0DIAMETRO 110 MM 90 MM 75 MM 63 MM 1 1/4''(40MM)
CLASE C - 5 C-12,5110 MM 90MM 75MM 63 MM
TUBOS X 6 M 140 391 534 422 0
TUBOS X 5 M 01.4 3.55454545 4.10769231 2.81333333
11.8755711
0 LUBRICANTE
SISTEMA 3 MAIZ CHALA - CHAVIMOCHICT 11/02/08
METRADOS DE ARCOS, PURGAS Y CERCOS
OTROS MATRIZVALVULA ARCOS PURGAS CERCO C-6,3
DIAM. TUBO 90 MM/10 63 MM 50 MM 32 MM 140 MM
1 3.0 0.8 14.02 3.0 0.83 3.0 0.84 3.0 0.8 10.05 3.0 0.86 3.0 0.87 3.0 1.68 3.0 0.8 0.89 3.0 0.810 3.0 0.811 3.0 0.812 3.0 0.813 3.0 0.814 3.0 1.615 3.0 0.816 3.0 0.817 3.0 0.818 3.0 0.819 3.0 0.820 3.0 0.821 3.0 0.822 3.0 0.8
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23 3.0 0.824 3.0 1.625 3.0 0.826 3.0 0.827 3.0 0.8 105.028 3.0 0.8 0.829 3.0 0.830 3.0 0.831 3.0 0.8 0.832 3.0 1.633 3.0 1.634 3.0 0.8 0.8 15.035 3.0 0.836 3.0 0.837 3.0 0.8 0.838 3.0 1.6 0.839 3.0 0.840 3.0 0.841 3.0 0.842 3.0 0.843 3.0 0.844 3.0 0.845 3.0 0.846 3.0 0.847 3.0 0.848 3.0 0.8 0.8 7.049 3.0 0.8 0.8 7.050 3.0 0.8 0.851 3.0 0.8 0.852 3.0 0.8 1.653 3.0 0.854 3.0 1.655 3.0 0.856 3.0 0.8 7.057 3.0 0.858 3.0 1.659 3.0 1.660 3.0 0.861 3.0 0.862 3.0 0.8 7.063 3.0 0.86465
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66676869707172737475767778798081828384858687888990919293949596979899
100101102103104105106107108
![Page 57: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/57.jpg)
109110111112113114115116117118119120
PLUS 3.0 0.8 0.8 10.0 12.0
TOTAL - M 192.0 44.8 24.0 77.0 117.0DIAMETRO 90 MM/10 63 MM 50 MM 32 MM 140 MM
ARCOS PURGAS CERCO MATRIZ
TUBOS X 6 M 34 8 5 14 21
TUBOS X 5 M 5 17
630 MM 500 MM 450 MM 400 MM 315 MMC-5 C-5 C-5 C-5 C-5
TUBOS STOCK
PEDIDO TUB 97 39 21 3 #REF!REND LUBRREND PEGAMREND LIMP
ARCOS63/1090/10 34
MATRIZ140/6,3 2190/6,3 15
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REVISION
122.9
103.5
106.0
106.0
106.0
106.0
106.0
106.0
106.0
60.0
75 MM 63 MM 1 1/2" 1 1/4" 1"
LUBRICANTE
MATRIZ Y SECUNDARIASC-5 C-5 C-5
75 MM 63 MM 1.5" REVISION
108.1
94.6
35.5
119.8
93.6
84.0
0.0
0.0
![Page 61: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/61.jpg)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
24.0 192.0
24.0 24.0 24.075 MM 63 MM 1.5" 40 mm 32 mm
C-5 C-5 C-5
![Page 62: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/62.jpg)
5 5 50.14285714 0.14285714 0.14285714
LUBRICANTE
PORTALATERALESC-12,5
32 MM REVISION
62.0
162.0
95.0
31.0
160.0
160.0
192.0
140.0
102.0
102.0
83.0
101.0
174.0
149.0
28.0
133.0
102.0
98.0
160.0
98.0
133.0
32.0
160.0
93.0
133.0
160.0
112.0
22.0 104.0
160.0
181.0
![Page 63: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/63.jpg)
120.0
50.0 99.0
162.0
237.0
160.0
160.0
205.0
290.0
95.0
160.0
106.0
160.0
98.0
160.0
160.0
160.0
160.0
88.0
100.0
124.0
116.0
126.0 224.0
160.0
160.0
171.0
171.0
160.0
160.0
162.0
163.0
174.0
137.0
147.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
![Page 64: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/64.jpg)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
![Page 65: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/65.jpg)
0.0
0.0
0.0
0.0
20.0 80.0
218.032 MM
C-12,5
38
460.760.76
PEGAMENTO
MATRIZC-6,3
90 MM
![Page 66: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/66.jpg)
49.021.0
![Page 67: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/67.jpg)
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12.0
82.090 MM
MATRIZ
15
250 MM 160 MM 140 MM 110 MM 90 MM 75 MMC-5 C-5 C-5 C-5 C-5 C-5
#REF! 11 23 #REF! 396 539
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63 MM 1 1/2" ó 50 1 1/4" ó 40 1" ó 32 mmC-5 C-7,5 C-10 C-10
#REF! #REF! 0 52
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000
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X BLDX 1/4 GLNX 1/4 GLN
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Descripción Cota Dif. Cota Long. Comando MetradoRTU 1
V-1 0.0 11 1618V-2 0 314V-3 0 345 445V-4 0 100V-5 0 176 339V-6 0 163V-7 0 7 509V-8 0 502V-9
Descripción Cota Dif. Cota Long. Comando MetradoRTU 2 184
32 185.2 -1.2 120 18633 183.5 0.5 6634 182 2 235 41435 174.9 9.1 17936 178.3 5.7 62 22639 174.3 9.7 16437 180.3 3.7 99 23538 180 4 136
Descripción Cota Dif. Cota Long. Comando MetradoRTU 3 179.8
1 180.4 -0.6 224 2282 179.8 0 43 179.7 0.1 11 1774 182.8 -3 1665 174.9 4.9 167 2846 172.6 7.2 1177 170.5 9.3 337 4748 170.2 9.6 137
Descripción Cota Dif. Cota Long. Comando MetradoRTU 4 169.6
10 170.6 -1 442 44211 169.8 -0.2 314 43718 168.7 0.9 1239 169.7 -0.1 7 11
12 169.6 0 413 169.3 0.3 166 44917 167 2.6 283
Descripción Cota Dif. Cota Long. Comando MetradoRTU 5 166.7
19 164.8 1.9 331 34520 166.7 0 1427 157.6 9.1 495 51528 163.1 3.6 2015 171.1 -4.4 87 32316 167.7 -1 23621 168.5 -1.8 128 371
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26 162 4.7 243
Descripción Cota Dif. Cota Long. Comando MetradoRTU 6 167.3
22 172.3 -5 110 22724 172.9 -5.6 11725 167.3 0 9 929 163.7 3.6 160 16030 165.0 2.3 306 43531 166.4 0.9 129
Descripción Cota Dif. Cota Long. Comando MetradoRTU 7 185.9
14 182 3.9 294 37323 182 3.9 7952 187 -1.1 98 15253 185.7 0.2 5448 188 -2.1 371 37150 191 -5.1 357 38755 191 -5.1 3049 188 -2.1 304 30451 189.7 -3.8 204 36054 188.6 -2.7 156
Descripción Cota Dif. Cota Long. Comando MetradoRTU 8 186.2
57 186.2 0 12 32158 179 7.2 30956 189 -2.8 138 31361 186.2 0 17560 187.2 -1 340 34862 187.5 -1.3 859 183 3.2 472 56663 183 3.2 94
MANGUERA COMANDO: 1235425
CABLE NYY: 2775 metros2800 metros
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Observación RESORTE
NO NECESITANO NECESITA
AMARILLOVERDE
AMARILLOVERDEVERDEVERDE
Observación
NO NECESITANO NECESITANO NECESITA
VERDEAMARILLO
VERDEAMARILLOAMARILLO
Observación
NO NECESITANO NECESITANO NECESITANO NECESITA
AMARILLOVERDEVERDEVERDE
Observación
NO NECESITANO NECESITANO NECESITANO NECESITANO NECESITANO NECESITANO NECESITA
Observación
NO NECESITANO NECESITA
VERDEAMARILLO
NO NECESITANO NECESITANO NECESITA
![Page 85: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/85.jpg)
AMARILLO
Observación
NO NECESITANO NECESITANO NECESITA
AMARILLONO NECESITANO NECESITA
Observación
AMARILLOAMARILLO
NO NECESITANO NECESITANO NECESITANO NECESITANO NECESITANO NECESITANO NECESITANO NECESITA
Observación
NO NECESITAVERDE
NO NECESITANO NECESITANO NECESITANO NECESITA
AMARILLOAMARILLO
metrosrollos ( 500 mts c/u)
![Page 86: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/86.jpg)
CALCULO DE TUBERIAS PRINCIPALES Y SECUNDARIAS
CUADRO No.1: CALCULO DE HF SEGÚN HAZEN & WILLIAMS
VALVES TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INTERIOR-MM
1 G-H 1.15 123.6 30.712 F-G 82.50 123.6 1333 E-F 32.00 41.39 85.6
4 D-E 15.37 41.39 59.8
8 C-D 30.74 116 85.612 B2-C 46.11 116 104.616 B1-B2 61.48 116 133
357.99 19 A-B 75.70 528 133ok
3.00 853.20 87 475.4
2.00 568.80 991 380.4
1.00 284.40 991 299.66
79
HIDRAULICA DE TUBERIASCUADRO No.2: CALCULO DE DIAMETRO SEGÚN CAUDAL Y VELOCIDAD
CAUDAL-M3/HR Q-LPS VELOCIDAD-M/S DIAM. INT-MM
2.52 0.70 1.7 22.904.15 1.15 1.7 29.40
10.35 2.87 1.7 46.4017.19 4.77 1.7 59.8024.37 6.77 1.7 71.2035.22 9.78 1.7 85.6052.59 14.61 1.7 104.6085.02 23.62 1.7 133.00111.05 30.85 1.7 152.00173.89 48.30 1.7 190.20271.35 75.38 1.7 237.60431.45 119.85 1.7 299.60547.83 152.18 1.7 337.60695.55 193.21 1.7 380.40880.50 244.58 1.7 428.00
1,086.33 301.76 1.7 475.40
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1,725.78 479.38 1.7 599.20
EMPRESA AGUA LIMA SACCALCULO DE GOLPE DE ARIETE
MATRIZ DE 315 MM
TUBO 315-C 7.5
FACTOR 1420
K 20600
E 30000
DIAM INT 292.20
ESPESOR 11.40
VEL CALCULADA 1.70
VAL ONDA Vo = 342.12
SOBRE PRESION-MT 59.29
RESULTADO OK
TIEMPO CRITICOLONGITUD tubo-m 991.00
Tcritico Tc - seg 5.79
Cierre valvulas-seg 6.00
PRESION MENOR DE 75 M
![Page 88: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/88.jpg)
DIAM NOM C F VEL(M/S) HFRICCION-M
75 150 1 0.43 0.97110 150 1 1.65 2.10140 150 1 1.54 1.04
160 150 1 1.52 1.53
250 150 1 1.48 2.70
315 150 1 1.49 2.16
315 150 1 1.23 1.14
315 150 1 1.51 7.64 19.27
500 150 1 1.34 0.23400 150 1 1.39 3.60315 150 1 1.12 3.18
TUBOPLASTCALCULO DE DIAMETRO SEGÚN CAUDAL Y VELOCIDAD
C-5 C-7.5 C-10DIAM.INT REAL ESPESOR DIA NOM-C5 DIAM.INT REAL ESPESOR DIAM.INT REAL
3/4" 22.9
1" 29.40
1.5" 46.40 43.40
59.80 1.60 63 58.40 2.30 57.00
71.20 1.90 75 69.40 2.80 67.80
85.60 2.20 90 83.40 3.30 81.40
104.60 2.70 110 102.00 4.00 99.40
133.00 3.50 140 130.00 5.00 127.00
152.00 4.00 160 148.40 5.80 144.60
190.20 4.90 200 185.40 7.30 180.80
237.60 6.20 250 231.80 9.10 226.20
299.60 7.70 315 292.20 11.40 285.00
337.60 8.70 355.00 329.20 12.70 321.20380.40 9.80 400.00 371.00 14.50 361.80428.00 11.00 450.00 417.40 16.30 407.00475.40 12.30 500.00 463.80 18.10 452.20
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599.20 15.40 630.00 584.40 22.80 570.00
![Page 90: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/90.jpg)
C-10ESPESOR
1.8
1.80
2.00
3.00
3.60
4.30
5.30
6.50
7.70
9.6011.9015.0016.9019.1021.5023.90
![Page 91: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/91.jpg)
30.00
![Page 92: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/92.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 17.29 61.83 71.20 27 140 0.37
B-C 17.29 61.83 71.20 27 140 0.37
B-C 17.29 61.83 71.20 27 140 0.37
HF TOTAL C-5
1 B-C A-BLONGITUD 61.83 0.00CAUDAL 17.29 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 44.43 161.64 104.60 70 140 0.358
B-C 44.43 161.64 104.60 70 140 0.358
B-C 44.43 161.64 104.60 70 140 0.358
![Page 93: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/93.jpg)
HF TOTAL C-5
1 B-C A-BLONGITUD 161.64 0.00CAUDAL 44.43 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 25.70 94.83 85.60 40 140 0.363
B-C 25.70 94.83 85.60 40 140 0.363
B-C 25.70 94.83 85.60 40 140 0.363
HF TOTAL C-5
1 B-C A-BLONGITUD 94.83 0.00CAUDAL 25.70 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 94: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/94.jpg)
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.14 68.73 59.80 30 140 0.368
B-C 11.73 38.14 59.80 16 140 0.383
B-C 11.73 38.14 46.60 16 140 0.383
HF TOTAL C-8
5/9 B-C A-BLONGITUD 38.14 30.59CAUDAL 11.73 9.41
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 40.59 160.30 85.60 70 140 0.358
B-C 9.23 36.47 85.60 16 140 0.383
B-C 9.23 36.47 71.20 16 140 0.383
HF TOTAL C-5
2/9 B-C A-BLONGITUD 36.47 123.83CAUDAL 9.23 31.35
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
![Page 95: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/95.jpg)
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 40.59 160.30 85.60 70 140 0.358
B-C 20.78 82.05 85.60 36 140 0.365
B-C 20.78 82.05 71.20 36 140 0.365
HF TOTAL C-5
1/2 B-C A-BLONGITUD 82.05 78.25CAUDAL 20.78 19.81
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 16.81 65.71 59.80 29 140 0.368
B-C 16.81 65.71 59.80 29 140 0.368
B-C 16.81 65.71 59.80 29 140 0.368
HF TOTAL C-5
1 B-C A-BLONGITUD 65.71 0.00CAUDAL 16.81 0.00
![Page 96: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/96.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 8.89 125.69 71.20 30 140 0.368
B-C 8.89 125.69 71.20 30 140 0.368
B-C 8.89 125.69 71.20 30 140 0.368
HF TOTAL C-5
1 B-C A-BLONGITUD 125.69 0.00CAUDAL 8.89 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 34.83 139.88 85.60 61 140 0.359
B-C 28.81 115.72 85.60 51 140 0.361
B-C 28.81 115.72 71.20 51 140 0.361
HF TOTAL C-5
![Page 97: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/97.jpg)
5/6 B-C A-BLONGITUD 115.72 24.16CAUDAL 28.81 6.02
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 6.48 61.21 46.60 15 140 0.385
B-C 6.48 61.21 46.60 15 140 0.385
B-C 6.48 61.21 46.60 15 140 0.385
HF TOTAL C-8
1 B-C A-BLONGITUD 61.21 0.00CAUDAL 6.48 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 98: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/98.jpg)
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 42.27 174.04 104.60 76 140 0.357
B-C 42.27 174.04 104.60 76 140 0.357
B-C 42.27 174.04 104.60 76 140 0.357
HF TOTAL C-5
1 B-C A-BLONGITUD 174.04 0.00CAUDAL 42.27 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 19.45 73.28 71.20 32 140 0.367
B-C 19.45 73.28 71.20 32 140 0.367
B-C 19.45 73.28 71.20 32 140 0.367
HF TOTAL C-5
1 B-C A-BLONGITUD 73.28 0.00CAUDAL 19.45 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A B
![Page 99: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/99.jpg)
LAB LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 19.93 75.57 71.20 33 140 0.366
B-C 19.93 75.57 71.20 33 140 0.366
B-C 19.93 75.57 71.20 33 140 0.366
HF TOTAL C-5
1 B-C A-BLONGITUD 75.57 0.00CAUDAL 19.93 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 19.69 80.15 59.80 35 140 0.365
B-C 12.71 51.72 59.80 23 140 0.373
B-C 12.71 51.72 46.60 23 140 0.373
HF TOTAL C-8
5/8 B-C A-BLONGITUD 51.72 28.43CAUDAL 12.71 6.99
![Page 100: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/100.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 32.66 132.82 104.60 58 140 0.359
B-C 18.14 73.77 104.60 32 140 0.366
B-C 18.14 73.77 85.60 32 140 0.366
HF TOTAL C-5
5/9 B-C A-BLONGITUD 73.77 59.05CAUDAL 18.14 14.52
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 32.42 132.82 85.60 58 140 0.359
B-C 18.34 75.14 85.60 33 140 0.366
B-C 18.34 75.14 71.20 33 140 0.366
HF TOTAL C-5
![Page 101: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/101.jpg)
4/7 B-C A-BLONGITUD 75.14 57.68CAUDAL 18.34 14.08
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 20.41 96.02 59.80 42 140 0.363
B-C 13.71 64.48 59.80 28 140 0.369
B-C 13.71 64.48 46.60 28 140 0.369
HF TOTAL C-8
2/3 B-C A-BLONGITUD 64.48 31.54CAUDAL 13.71 6.70
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
![Page 102: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/102.jpg)
C-5
A-C 42.27 160.30 85.60 70 140 0.358
B-C 16.03 60.81 85.60 27 140 0.37
B-C 16.03 60.81 71.20 27 140 0.37
HF TOTAL C-5
3/8 B-C A-BLONGITUD 60.81 99.49CAUDAL 16.03 26.24
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 18.01 68.70 59.80 30 140 0.368
B-C 12.33 47.03 59.80 21 140 0.376
B-C 12.33 47.03 46.60 21 140 0.376
HF TOTAL C-8
2/3 B-C A-BLONGITUD 47.03 21.67CAUDAL 12.33 5.68
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
![Page 103: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/103.jpg)
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 32.66 132.82 71.20 58 140 0.359
B-C 23.50 95.57 71.20 42 140 0.363
B-C 23.50 95.57 59.80 42 140 0.363
HF TOTAL C-8
5/7 B-C A-BLONGITUD 95.57 37.25CAUDAL 23.50 9.16
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 28.58 112.21 85.60 49 140 0.361
B-C 28.58 112.21 85.60 49 140 0.361
B-C 28.58 112.21 85.60 49 140 0.361
HF TOTAL C-8
1 B-C A-BLONGITUD 112.21 0.00CAUDAL 28.58 0.00
![Page 104: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/104.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 7.93 69.03 59.80 18 140 0.379
B-C 7.93 69.03 59.80 18 140 0.379
B-C 7.93 69.03 59.80 18 140 0.379
HF TOTAL C-5
1 B-C A-BLONGITUD 69.03 0.00CAUDAL 7.93 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 42.27 160.30 85.60 70 140 0.358
B-C 42.27 160.30 85.60 70 140 0.358
B-C 42.27 160.30 85.60 70 140 0.358
HF TOTAL C-5
![Page 105: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/105.jpg)
1 B-C A-BLONGITUD 160.30 0.00CAUDAL 42.27 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 12.97 181.35 85.60 70 140 0.358
B-C 12.97 181.35 85.60 70 140 0.358
B-C 12.97 181.35 85.60 70 140 0.358
HF TOTAL C-5
1 B-C A-BLONGITUD 181.35 0.00CAUDAL 12.97 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
![Page 106: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/106.jpg)
A-C 20.90 80.15 85.60 35 140 0.365
B-C 20.90 80.15 85.60 35 140 0.365
B-C 20.90 80.15 85.60 35 140 0.365
HF TOTAL C-5
1 B-C A-BLONGITUD 80.15 0.00CAUDAL 20.90 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.38 82.44 59.80 36 140 0.365
B-C 11.04 42.56 59.80 19 140 0.378
B-C 11.04 42.56 46.60 19 140 0.378
HF TOTAL C-8
1/2 B-C A-BLONGITUD 42.56 39.88CAUDAL 11.04 10.34
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
![Page 107: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/107.jpg)
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-12,5
A-C 0.96 50.22 29.00 7 140 0.428
B-C 0.96 50.22 29.00 7 140 0.428
B-C 0.96 50.22 29.00 7 140 0.428
HF TOTAL C-12,5
1 B-C A-BLONGITUD 50.22 0.00CAUDAL 0.96 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 12.73 109.15 59.80 48 140 0.361
B-C 7.07 60.61 59.80 26 140 0.37
B-C 7.07 60.61 46.60 26 140 0.37
HF TOTAL C-8
5/9 B-C A-BLONGITUD 60.61 48.54CAUDAL 7.07 5.66
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
![Page 108: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/108.jpg)
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 9.61 141.29 59.80 39 140 0.364
B-C 5.33 78.46 59.80 25 140 0.371
B-C 5.33 78.46 46.60 25 140 0.371
HF TOTAL C-8
5/9 B-C A-BLONGITUD 78.46 62.83CAUDAL 5.33 4.27
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 7.69 87.60 71.20 28 140 0.369
B-C 7.69 87.60 71.20 28 140 0.369
B-C 7.69 87.60 71.20 28 140 0.369
HF TOTAL C-5
1 B-C A-B
![Page 109: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/109.jpg)
LONGITUD 87.60 0.00CAUDAL 7.69 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 24.74 160.30 71.20 70 140 0.358
B-C 24.74 160.30 71.20 70 140 0.358
B-C 24.74 160.30 71.20 70 140 0.358
HF TOTAL C-5
1 B-C A-BLONGITUD 160.30 0.00CAUDAL 24.74 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 2.40 72.51 59.80 1 140 1
![Page 110: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/110.jpg)
B-C 2.40 72.51 59.80 1 140 1
B-C 2.40 72.51 59.80 1 140 1
HF TOTAL C-5
1 B-C A-BLONGITUD 72.51 0.00CAUDAL 2.40 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 2.40 28.48 46.60 12 140 0.393
B-C 2.40 28.48 46.60 12 140 0.393
B-C 2.40 28.48 46.60 12 140 0.393
HF TOTAL C-8
1 B-C A-BLONGITUD 28.48 0.00CAUDAL 2.40 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
![Page 111: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/111.jpg)
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 34.34 131.82 104.60 58 140 0.359
B-C 34.34 131.82 104.60 58 140 0.359
B-C 34.34 131.82 104.60 58 140 0.359
HF TOTAL C-5
1 B-C A-BLONGITUD 131.82 0.00CAUDAL 34.34 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 8.65 123.83 59.80 54 140 0.36
B-C 8.65 123.83 59.80 54 140 0.36
B-C 8.65 123.83 59.80 54 140 0.36
HF TOTAL C-5
1 B-C A-BLONGITUD 123.83 0.00CAUDAL 8.65 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
![Page 112: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/112.jpg)
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 7.21 82.44 59.80 36 140 0.365
B-C 7.21 82.44 59.80 36 140 0.365
B-C 7.21 82.44 59.80 36 140 0.365
HF TOTAL C-5
1 B-C A-BLONGITUD 82.44 0.00CAUDAL 7.21 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 8.17 66.51 46.60 1 140 1
B-C 8.17 66.51 46.60 1 140 1
B-C 8.17 66.51 46.60 1 140 1
HF TOTAL C-8
1 B-C A-BLONGITUD 66.51 0.00
![Page 113: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/113.jpg)
CAUDAL 8.17 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 8.17 82.44 46.60 36 140 0.365
B-C 8.17 82.44 46.60 36 140 0.365
B-C 8.17 82.44 46.60 36 140 0.365
HF TOTAL C-8
1 B-C A-BLONGITUD 82.44 0.00CAUDAL 8.17 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 22.34 160.30 59.80 70 140 0.358
B-C 22.34 160.30 59.80 70 140 0.358
![Page 114: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/114.jpg)
B-C 22.34 160.30 59.80 70 140 0.358
HF TOTAL C-5
1 B-C A-BLONGITUD 160.30 0.00CAUDAL 22.34 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 25.70 105.87 71.20 43 140 0.362
B-C 20.20 83.22 71.20 33 140 0.366
B-C 20.20 83.22 59.80 33 140 0.366
HF TOTAL C-5
7/9 B-C A-BLONGITUD 83.22 22.65CAUDAL 20.20 5.50
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
![Page 115: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/115.jpg)
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 31.46 160.30 85.60 70 140 0.358
B-C 26.48 134.93 85.60 59 140 0.359
B-C 26.48 134.93 71.20 59 140 0.359
HF TOTAL C-5
5/6 B-C A-BLONGITUD 134.93 25.37CAUDAL 26.48 4.98
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 25.46 98.47 71.20 43 140 0.362
B-C 18.32 70.87 71.20 31 140 0.367
B-C 18.32 70.87 59.80 31 140 0.367
HF TOTAL C-5
5/7 B-C A-BLONGITUD 70.87 27.60CAUDAL 18.32 7.14
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q q
![Page 116: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/116.jpg)
QT-DA B
LAB LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 41.31 160.30 104.60 70 140 0.358
B-C 41.31 160.30 104.60 70 140 0.358
B-C 41.31 160.30 104.60 70 140 0.358
HF TOTAL C-5
1 B-C A-BLONGITUD 160.30 0.00CAUDAL 41.31 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 16.57 171.48 71.20 70 140 0.358
B-C 12.32 127.50 71.20 52 140 0.36
B-C 12.32 127.50 59.80 52 140 0.36
HF TOTAL C-5
3/4 B-C A-BLONGITUD 127.50 43.98CAUDAL 12.32 4.25
![Page 117: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/117.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 12.97 173.93 71.20 71 140 0.358
B-C 12.97 173.93 71.20 71 140 0.358
B-C 12.97 173.93 71.20 71 140 0.358
HF TOTAL C-5
1 B-C A-BLONGITUD 173.93 0.00CAUDAL 12.97 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 3.84 82.76 46.60 25 140 0.371
B-C 3.84 82.76 46.60 25 140 0.371
B-C 3.84 82.76 46.60 25 140 0.371
![Page 118: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/118.jpg)
HF TOTAL C-8
1 B-C A-BLONGITUD 82.76 0.00CAUDAL 3.84 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 12.25 87.55 59.80 27 140 0.37
B-C 12.25 87.55 59.80 27 140 0.37
B-C 12.25 87.55 59.80 27 140 0.37
HF TOTAL C-5
1 B-C A-BLONGITUD 87.55 0.00CAUDAL 12.25 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 119: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/119.jpg)
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 17.53 69.07 59.80 30 140 0.368
B-C 9.79 38.57 59.80 17 140 0.381
B-C 9.79 38.57 46.60 17 140 0.381
HF TOTAL C-5
5/9 B-C A-BLONGITUD 38.57 30.50CAUDAL 9.79 7.74
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 16.57 69.07 71.20 30 140 0.368
B-C 16.57 69.07 71.20 30 140 0.368
B-C 16.57 69.07 71.20 30 140 0.368
HF TOTAL C-5
1 B-C A-BLONGITUD 69.07 0.00CAUDAL 16.57 0.00
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
![Page 120: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/120.jpg)
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 26.42 124.32 71.20 54 140 0.36
B-C 11.80 55.50 71.20 24 140 0.372
B-C 11.80 55.50 59.80 24 140 0.372
HF TOTAL C-5
4/9 B-C A-BLONGITUD 55.50 68.82CAUDAL 11.80 14.62
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 4.80 26.88 46.60 11 140 0.398
B-C 4.80 26.88 46.60 11 140 0.398
B-C 4.80 26.88 46.60 11 140 0.398
HF TOTAL C-8
1 B-C A-BLONGITUD 26.88 0.00CAUDAL 4.80 0.00
![Page 121: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/121.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 19.93 75.57 59.80 33 140 0.366
B-C 8.50 32.21 59.80 14 140 0.388
B-C 8.50 32.21 46.60 14 140 0.388
HF TOTAL C-8
3/7 B-C A-BLONGITUD 32.21 43.36CAUDAL 8.50 11.44
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 19.45 73.28 71.20 32 140 0.367
B-C 11.85 44.65 71.20 19 140 0.377
B-C 11.85 44.65 59.80 19 140 0.377
HF TOTAL C-5
![Page 122: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/122.jpg)
3/5 B-C A-BLONGITUD 44.65 28.63CAUDAL 11.85 7.60
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 3.60 50.38 46.60 22 140 0.374
B-C 1.99 27.77 46.60 12 140 0.394
B-C 1.99 27.77 29.00 12 140 0.394
HF TOTAL C-12,5
5/9 B-C A-BLONGITUD 27.77 22.61CAUDAL 1.99 1.62
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 123: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/123.jpg)
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 2.64 87.82 46.60 26 140 0.37
B-C 2.10 69.82 46.60 24 140 0.372
B-C 2.10 69.82 29.00 24 140 0.372
HF TOTAL C-12,5
4/5 B-C A-BLONGITUD 69.82 18.00CAUDAL 2.10 0.54
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 2.64 52.69 46.60 1 140 1
B-C 1.46 29.05 46.60 1 140 1
B-C 1.46 29.05 46.60 1 140 1
HF TOTAL C-8
5/9 B-C A-BLONGITUD 29.05 23.64CAUDAL 1.46 1.19
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A B
![Page 124: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/124.jpg)
LAB LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-8
A-C 23.54 89.31 85.60 39 140 0.364
B-C 16.37 62.10 85.60 27 140 0.369
B-C 16.37 62.10 71.20 27 140 0.369
HF TOTAL C-8
5/7 B-C A-BLONGITUD 62.10 27.21CAUDAL 16.37 7.17
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.14 80.15 85.60 35 140 0.365
B-C 11.91 45.15 85.60 20 140 0.377
B-C 11.91 45.15 71.20 20 140 0.377
HF TOTAL C-5
5/9 B-C A-BLONGITUD 45.15 35.00CAUDAL 11.91 9.23
![Page 125: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/125.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.14 80.15 85.60 35 140 0.365
B-C 11.91 45.15 85.60 20 140 0.377
B-C 11.91 45.15 71.20 20 140 0.377
HF TOTAL C-5
5/9 B-C A-BLONGITUD 45.15 35.00CAUDAL 11.91 9.23
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.14 80.15 85.60 35 140 0.365
B-C 11.91 45.15 85.60 20 140 0.377
B-C 11.91 45.15 71.20 20 140 0.377
HF TOTAL C-5
![Page 126: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/126.jpg)
5/9 B-C A-BLONGITUD 45.15 35.00CAUDAL 11.91 9.23
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.14 80.15 85.60 35 140 0.365
B-C 11.91 45.15 85.60 20 140 0.377
B-C 11.91 45.15 71.20 20 140 0.377
HF TOTAL C-5
5/9 B-C A-BLONGITUD 45.15 35.00CAUDAL 11.91 9.23
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
![Page 127: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/127.jpg)
C-5
A-C 21.14 80.15 85.60 35 140 0.365
B-C 11.91 45.15 85.60 20 140 0.377
B-C 11.91 45.15 71.20 20 140 0.377
HF TOTAL C-5
5/9 B-C A-BLONGITUD 45.15 35.00CAUDAL 11.91 9.23
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 21.86 82.44 85.60 36 140 0.365
B-C 12.31 46.44 85.60 20 140 0.376
B-C 12.31 46.44 71.20 20 140 0.376
HF TOTAL C-5
5/9 B-C A-BLONGITUD 46.44 36.00CAUDAL 12.31 9.54
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS
Q qQT-D
A BLAB LBC
![Page 128: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/128.jpg)
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
TRAMO CAUDAL-M3/HR LONGITUD-M DIA. INT-MM n C F
C-5
A-C 13.45 146.73 85.60 41 140 0.363
B-C 10.16 110.87 85.60 31 140 0.367
B-C 10.16 110.87 71.20 31 140 0.367
HF TOTAL C-5
3/4 B-C A-BLONGITUD 110.87 35.86CAUDAL 10.16 3.29
![Page 129: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/129.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 1
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.2 0.51 Dg 0.4 m1.2 0.51 CAP. RIEGO 2.402 mm/hr1.2 0.51 Long. Lateral 117 m
0.51 Portalateral 61.8 mDIF.TOP -0.40 Area/Valvula 0.72 has
Q/valvula 17.29 m3/hrPorta real 61.8 mPendiente -0.006 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 2
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.4 1.14 Dg 0.4 m1.4 1.14 CAP. RIEGO 2.402 mm/hr1.4 1.14 Long. Lateral 117 m
![Page 130: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/130.jpg)
1.14 Portalateral 161.6 mDIF.TOP -0.90 Area/Valvula 1.85 has
Q/valvula 44.43 m3/hrPorta real 161.6 mPendiente -0.006 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 3
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.2 0.65 Dg 0.4 m1.2 0.65 CAP. RIEGO 2.402 mm/hr1.2 0.65 Long. Lateral 129 m
0.65 Portalateral 94.8 mDIF.TOP -0.10 Area/Valvula 1.07 has
Q/valvula 25.70 m3/hrPorta real 94.8 mPendiente -0.001 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 4
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 131: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/131.jpg)
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.1 1.92 Dg 0.4 m1.2 0.37 CAP. RIEGO 2.402 mm/hr1.9 1.25 Long. Lateral 129 m
2.80 Portalateral 68.7 mDIF.TOP 2.80 Area/Valvula 0.88 has
Q/valvula 21.14 m3/hrPorta real 68.7 mPendiente 0.041 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 5
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.0 2.54 Dg 0.4 m0.4 0.04 CAP. RIEGO 2.402 mm/hr0.6 0.10 Long. Lateral 105 m
2.60 Portalateral 160.3 mDIF.TOP 2.60 Area/Valvula 1.69 has
Q/valvula 40.59 m3/hrPorta real 160.3 mPendiente 0.016 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 6
d
![Page 132: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/132.jpg)
CLBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.0 2.54 Dg 0.4 m1.0 0.38 CAP. RIEGO 2.402 mm/hr1.4 0.94 Long. Lateral 105 m
3.10 Portalateral 160.3 mDIF.TOP 3.10 Area/Valvula 1.69 has
Q/valvula 40.59 m3/hrPorta real 160.3 mPendiente 0.019 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 7 Parte
izquierda
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.7 1.20 Dg 0.4 m1.7 1.20 CAP. RIEGO 2.402 mm/hr1.7 1.20 Long. Lateral 105 m
1.20 Portalateral 65.7 mDIF.TOP 1.00 Area/Valvula 0.70 has
Q/valvula 16.81 m3/hrPorta real 65.7 mPendiente 0.015 m/m PLANO
A-B
B-C
![Page 133: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/133.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 7 Parte
derecha
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.6 0.30 Dg 0.4 m0.6 0.30 CAP. RIEGO 2.402 mm/hr0.6 0.30 Long. Lateral 105 m
0.30 Portalateral 125.7 mDIF.TOP 0.10 Area/Valvula 0.37 has
Q/valvula 8.89 m3/hrPorta real 125.7 mPendiente 0.001 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 8 Parte
izquierda
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.7 1.68 Dg 0.4 m1.4 0.98 CAP. RIEGO 2.402 mm/hr2.0 2.41 Long. Lateral 104 m
3.10 Portalateral 139.9 m
![Page 134: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/134.jpg)
DIF.TOP 3.10 Area/Valvula 1.45 hasQ/valvula 34.83 m3/hrPorta real 139.9 mPendiente 0.022 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 8 Parte
derecha
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.1 0.68 Dg 0.4 m1.1 0.68 CAP. RIEGO 2.402 mm/hr1.1 0.68 Long. Lateral 104 m
0.68 Portalateral 61.2 mDIF.TOP -0.10 Area/Valvula 0.27 has
Q/valvula 6.48 m3/hrPorta real 61.2 mPendiente -0.002 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 13
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 135: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/135.jpg)
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.4 1.12 Dg 0.4 m1.4 1.12 CAP. RIEGO 2.402 mm/hr1.4 1.12 Long. Lateral 101 m
1.12 Portalateral 174.0 mDIF.TOP -0.30 Area/Valvula 1.76 has
Q/valvula 42.27 m3/hrPorta real 174.0 mPendiente -0.002 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 14 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.4 0.75 Dg 0.4 m1.4 0.75 CAP. RIEGO 2.402 mm/hr1.4 0.75 Long. Lateral 110 m
0.75 Portalateral 73.3 mDIF.TOP 0.00 Area/Valvula 0.81 has
Q/valvula 19.45 m3/hrPorta real 73.3 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 14 Parte
inferior
dC
![Page 136: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/136.jpg)
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.4 0.81 Dg 0.4 m1.4 0.81 CAP. RIEGO 2.402 mm/hr1.4 0.81 Long. Lateral 110 m
0.81 Portalateral 75.6 mDIF.TOP 0.00 Area/Valvula 0.83 has
Q/valvula 19.93 m3/hrPorta real 75.6 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 15
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.9 1.95 Dg 0.4 m1.3 0.57 CAP. RIEGO 2.402 mm/hr2.1 1.92 Long. Lateral 102 m
3.30 Portalateral 80.2 mDIF.TOP 3.30 Area/Valvula 0.82 has
Q/valvula 19.69 m3/hrPorta real 80.2 mPendiente 0.041 m/m PLANO
A-B
B-C
![Page 137: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/137.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 16
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.1 0.53 Dg 0.4 m0.6 0.10 CAP. RIEGO 2.402 mm/hr0.9 0.27 Long. Lateral 102 m
0.70 Portalateral 132.8 mDIF.TOP 0.70 Area/Valvula 1.36 has
Q/valvula 32.66 m3/hrPorta real 132.8 mPendiente 0.005 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 21
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.6 1.39 Dg 0.4 m0.9 0.28 CAP. RIEGO 2.402 mm/hr1.3 0.69 Long. Lateral 102 m
1.80 Portalateral 132.8 mDIF.TOP 1.80 Area/Valvula 1.35 has
![Page 138: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/138.jpg)
Q/valvula 32.42 m3/hrPorta real 132.8 mPendiente 0.014 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 22
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.0 2.48 Dg 0.4 m1.4 0.81 CAP. RIEGO 2.402 mm/hr2.2 2.73 Long. Lateral 102 m
4.40 Portalateral 96.0 mDIF.TOP 4.40 Area/Valvula 0.85 has
Q/valvula 20.41 m3/hrPorta real 96.0 mPendiente 0.046 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 23
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
![Page 139: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/139.jpg)
Dh 2.29 m2.0 2.74 Dg 0.4 m0.8 0.18 CAP. RIEGO 2.402 mm/hr1.1 0.44 Long. Lateral 110 m
3.00 Portalateral 160.3 mDIF.TOP 3.00 Area/Valvula 1.76 has
Q/valvula 42.27 m3/hrPorta real 160.3 mPendiente 0.019 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 24 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.8 1.43 Dg 0.4 m1.2 0.49 CAP. RIEGO 2.402 mm/hr2.0 1.67 Long. Lateral 110 m
2.60 Portalateral 68.7 mDIF.TOP 2.60 Area/Valvula 0.75 has
Q/valvula 18.01 m3/hrPorta real 68.7 mPendiente 0.038 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 25
dC
LBC
![Page 140: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/140.jpg)
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.3 3.46 Dg 0.4 m1.6 1.37 CAP. RIEGO 2.402 mm/hr2.3 3.21 Long. Lateral 106 m
5.30 Portalateral 132.8 mDIF.TOP 5.30 Area/Valvula 1.36 has
Q/valvula 32.66 m3/hrPorta real 132.8 mPendiente 0.040 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 27
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.4 0.94 Dg 0.4 m1.4 0.94 CAP. RIEGO 2.402 mm/hr1.4 0.94 Long. Lateral 106 m
0.94 Portalateral 112.2 mDIF.TOP 0.60 Area/Valvula 1.19 has
Q/valvula 28.58 m3/hrPorta real 112.2 mPendiente 0.005 m/m PLANO
A-B
B-C
![Page 141: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/141.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 28 Parte
izquierda
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.8 0.32 Dg 0.4 m0.8 0.32 CAP. RIEGO 2.402 mm/hr0.8 0.32 Long. Lateral 106 m
0.32 Portalateral 69.0 mDIF.TOP -1.00 Area/Valvula 0.33 has
Q/valvula 7.93 m3/hrPorta real 69.0 mPendiente -0.014 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 29
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.0 2.74 Dg 0.4 m2.0 2.74 CAP. RIEGO 2.402 mm/hr2.0 2.74 Long. Lateral 110 m
2.74 Portalateral 160.3 mDIF.TOP 2.60 Area/Valvula 1.76 has
Q/valvula 42.27 m3/hr
![Page 142: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/142.jpg)
Porta real 160.3 mPendiente 0.016 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 30
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.6 0.35 Dg 0.4 m0.6 0.35 CAP. RIEGO 2.402 mm/hr0.6 0.35 Long. Lateral 67 m
0.35 Portalateral 181.4 mDIF.TOP -0.70 Area/Valvula 0.54 has
Q/valvula 12.97 m3/hrPorta real 181.4 mPendiente -0.004 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 31 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m
![Page 143: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/143.jpg)
1.0 0.38 Dg 0.4 m1.0 0.38 CAP. RIEGO 2.402 mm/hr1.0 0.38 Long. Lateral 108 m
0.38 Portalateral 80.2 mDIF.TOP 0.30 Area/Valvula 0.87 has
Q/valvula 20.90 m3/hrPorta real 80.2 mPendiente 0.004 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 31 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.1 2.33 Dg 0.4 m1.1 0.37 CAP. RIEGO 2.402 mm/hr1.8 1.23 Long. Lateral 108 m
3.20 Portalateral 82.4 mDIF.TOP 3.20 Area/Valvula 0.89 has
Q/valvula 21.38 m3/hrPorta real 82.4 mPendiente 0.039 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 32 Parte
superior
dC
LBC ----- LT -----
![Page 144: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/144.jpg)
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.4 0.18 Dg 0.4 m0.4 0.18 CAP. RIEGO 2.402 mm/hr0.4 0.18 Long. Lateral 48 m
0.18 Portalateral 50.2 mDIF.TOP 1.60 Area/Valvula 0.04 has
Q/valvula 0.96 m3/hrPorta real 50.2 mPendiente 0.032 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 32 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.3 1.17 Dg 0.4 m0.7 0.22 CAP. RIEGO 2.402 mm/hr1.2 0.75 Long. Lateral 48 m
1.70 Portalateral 109.2 mDIF.TOP 1.70 Area/Valvula 0.53 has
Q/valvula 12.73 m3/hrPorta real 109.2 mPendiente 0.016 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 33 Parte
![Page 145: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/145.jpg)
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.0 0.91 Dg 0.4 m0.5 0.17 CAP. RIEGO 2.402 mm/hr0.9 0.58 Long. Lateral 108 m
1.32 Portalateral 141.3 mDIF.TOP 1.30 Area/Valvula 0.40 has
Q/valvula 9.61 m3/hrPorta real 141.3 mPendiente 0.009 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 34 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.5 0.16 Dg 0.4 m0.5 0.16 CAP. RIEGO 2.402 mm/hr0.5 0.16 Long. Lateral 46 m
0.16 Portalateral 87.6 mDIF.TOP -1.60 Area/Valvula 0.32 has
Q/valvula 7.69 m3/hrPorta real 87.6 m
![Page 146: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/146.jpg)
Pendiente -0.018 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 35
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.7 2.49 Dg 0.4 m1.7 2.49 CAP. RIEGO 2.402 mm/hr1.7 2.49 Long. Lateral 73 m
2.49 Portalateral 160.3 mDIF.TOP 2.30 Area/Valvula 1.03 has
Q/valvula 24.74 m3/hrPorta real 160.3 mPendiente 0.014 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 37 Tuberia
ciega
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.2 0.10 Dg 0.4 m
![Page 147: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/147.jpg)
0.2 0.10 CAP. RIEGO 2.402 mm/hr0.2 0.10 Long. Lateral 107 m
0.10 Portalateral 72.5 mDIF.TOP 1.00 Area/Valvula 0.10 has
Q/valvula 2.40 m3/hrPorta real 72.5 mPendiente 0.014 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 37 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.4 0.05 Dg 0.4 m0.4 0.05 CAP. RIEGO 2.402 mm/hr0.4 0.05 Long. Lateral 107 m
0.05 Portalateral 28.5 mDIF.TOP -1.40 Area/Valvula 0.10 has
Q/valvula 2.40 m3/hrPorta real 28.5 mPendiente -0.049 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 37 Parte
inferior
dC
LBC ----- LT -----
![Page 148: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/148.jpg)
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.1 0.58 Dg 0.4 m1.1 0.58 CAP. RIEGO 2.402 mm/hr1.1 0.58 Long. Lateral 107 m
0.58 Portalateral 131.8 mDIF.TOP 0.70 Area/Valvula 1.43 has
Q/valvula 34.34 m3/hrPorta real 131.8 mPendiente 0.005 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 38 Parte
derecha
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.9 0.65 Dg 0.4 m0.9 0.65 CAP. RIEGO 2.402 mm/hr0.9 0.65 Long. Lateral 35 m
0.65 Portalateral 123.8 mDIF.TOP -1.00 Area/Valvula 0.36 has
Q/valvula 8.65 m3/hrPorta real 123.8 mPendiente -0.008 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 38 Parte
media
![Page 149: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/149.jpg)
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.7 0.31 Dg 0.4 m0.7 0.31 CAP. RIEGO 2.402 mm/hr0.7 0.31 Long. Lateral 37 m
0.31 Portalateral 82.4 mDIF.TOP -0.60 Area/Valvula 0.30 has
Q/valvula 7.21 m3/hrPorta real 82.4 mPendiente -0.007 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 38 Tuberia
ciega
Parte izquierda
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.3 2.92 Dg 0.4 m1.3 2.92 CAP. RIEGO 2.402 mm/hr1.3 2.92 Long. Lateral 41 m
2.92 Portalateral 66.5 mDIF.TOP 6.70 Area/Valvula 0.34 has
Q/valvula 8.17 m3/hrPorta real 66.5 mPendiente 0.101 m/m PLANO
![Page 150: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/150.jpg)
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 38 Parte
media
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.3 1.32 Dg 0.4 m1.3 1.32 CAP. RIEGO 2.402 mm/hr1.3 1.32 Long. Lateral 37 m
1.32 Portalateral 82.4 mDIF.TOP 1.30 Area/Valvula 0.34 has
Q/valvula 8.17 m3/hrPorta real 82.4 mPendiente 0.016 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 40
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.2 4.82 Dg 0.4 m2.2 4.82 CAP. RIEGO 2.402 mm/hr
![Page 151: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/151.jpg)
2.2 4.82 Long. Lateral 64 m4.82 Portalateral 160.3 m
DIF.TOP 4.90 Area/Valvula 0.93 hasQ/valvula 22.34 m3/hrPorta real 160.3 mPendiente 0.031 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 41
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.8 1.79 Dg 0.4 m1.4 0.91 CAP. RIEGO 2.402 mm/hr2.0 2.13 Long. Lateral 108 m
3.00 Portalateral 105.9 mDIF.TOP 3.00 Area/Valvula 1.07 has
Q/valvula 25.70 m3/hrPorta real 105.9 mPendiente 0.028 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 42
dC
LBC ----- LT -----
![Page 152: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/152.jpg)
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.5 1.59 Dg 0.4 m1.3 0.97 CAP. RIEGO 2.402 mm/hr1.8 2.39 Long. Lateral 84 m
3.00 Portalateral 160.3 mDIF.TOP 3.20 Area/Valvula 1.31 has
Q/valvula 31.46 m3/hrPorta real 160.3 mPendiente 0.020 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 43
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.8 1.63 Dg 0.4 m1.3 0.65 CAP. RIEGO 2.402 mm/hr1.8 1.52 Long. Lateral 108 m
2.50 Portalateral 98.5 mDIF.TOP 2.50 Area/Valvula 1.06 has
Q/valvula 25.46 m3/hrPorta real 98.5 mPendiente 0.025 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 53
![Page 153: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/153.jpg)
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.3 0.99 Dg 0.4 m1.3 0.99 CAP. RIEGO 2.402 mm/hr1.3 0.99 Long. Lateral 110 m
0.99 Portalateral 160.3 mDIF.TOP 0.00 Area/Valvula 1.72 has
Q/valvula 41.31 m3/hrPorta real 160.3 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 55
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.2 1.27 Dg 0.4 m0.9 0.55 CAP. RIEGO 2.402 mm/hr1.2 1.28 Long. Lateral 74 m
2.00 Portalateral 171.5 mDIF.TOP 2.00 Area/Valvula 0.69 has
Q/valvula 16.57 m3/hrPorta real 171.5 mPendiente 0.012 m/m PLANO
A-B
![Page 154: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/154.jpg)
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 61
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.9 0.82 Dg 0.4 m0.9 0.82 CAP. RIEGO 2.402 mm/hr0.9 0.82 Long. Lateral 64 m
0.82 Portalateral 173.9 mDIF.TOP -1.60 Area/Valvula 0.54 has
Q/valvula 12.97 m3/hrPorta real 173.9 mPendiente -0.009 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 48 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.6 0.33 Dg 0.4 m0.6 0.33 CAP. RIEGO 2.402 mm/hr0.6 0.33 Long. Lateral 109 m
![Page 155: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/155.jpg)
0.33 Portalateral 82.8 mDIF.TOP 0.00 Area/Valvula 0.16 has
Q/valvula 3.84 m3/hrPorta real 82.8 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 48 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.2 0.90 Dg 0.4 m1.2 0.90 CAP. RIEGO 2.402 mm/hr1.2 0.90 Long. Lateral 109 m
0.90 Portalateral 87.6 mDIF.TOP 0.00 Area/Valvula 0.51 has
Q/valvula 12.25 m3/hrPorta real 87.6 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 49 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 156: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/156.jpg)
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.7 1.36 Dg 0.4 m1.0 0.27 CAP. RIEGO 2.402 mm/hr1.6 0.90 Long. Lateral 110 m
2.00 Portalateral 69.1 mDIF.TOP 2.00 Area/Valvula 0.73 has
Q/valvula 17.53 m3/hrPorta real 69.1 mPendiente 0.029 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 49 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.2 0.53 Dg 0.4 m1.2 0.53 CAP. RIEGO 2.402 mm/hr1.2 0.53 Long. Lateral 110 m
0.53 Portalateral 69.1 mDIF.TOP -0.30 Area/Valvula 0.69 has
Q/valvula 16.57 m3/hrPorta real 69.1 mPendiente -0.004 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 50 Parte
superior
d
![Page 157: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/157.jpg)
CLBC
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.8 2.20 Dg 0.4 m0.8 0.23 CAP. RIEGO 2.402 mm/hr1.2 0.53 Long. Lateral 96 m
2.50 Portalateral 124.3 mDIF.TOP 2.50 Area/Valvula 1.10 has
Q/valvula 26.42 m3/hrPorta real 124.3 mPendiente 0.020 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 50 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.8 0.18 Dg 0.4 m0.8 0.18 CAP. RIEGO 2.402 mm/hr0.8 0.18 Long. Lateral 96 m
0.18 Portalateral 26.9 mDIF.TOP 0.00 Area/Valvula 0.20 has
Q/valvula 4.80 m3/hrPorta real 26.9 mPendiente 0.000 m/m PLANO
A-B
B-C
![Page 158: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/158.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 51 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m2.0 1.88 Dg 0.4 m0.8 0.18 CAP. RIEGO 2.402 mm/hr1.4 0.59 Long. Lateral 110 m
2.30 Portalateral 75.6 mDIF.TOP 2.30 Area/Valvula 0.83 has
Q/valvula 19.93 m3/hrPorta real 75.6 mPendiente 0.030 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 51 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.4 0.75 Dg 0.4 m0.8 0.19 CAP. RIEGO 2.402 mm/hr1.2 0.44 Long. Lateral 110 m
1.00 Portalateral 73.3 m
![Page 159: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/159.jpg)
DIF.TOP 1.00 Area/Valvula 0.81 hasQ/valvula 19.45 m3/hrPorta real 73.3 mPendiente 0.014 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 52 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.6 0.18 Dg 0.4 m0.3 0.04 CAP. RIEGO 2.402 mm/hr0.8 0.35 Long. Lateral 44 m
0.50 Portalateral 50.4 mDIF.TOP 1.30 Area/Valvula 0.15 has
Q/valvula 3.60 m3/hrPorta real 50.4 mPendiente 0.026 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 52 Parte
izquierda
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
![Page 160: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/160.jpg)
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.4 0.18 Dg 0.4 m0.3 0.09 CAP. RIEGO 2.402 mm/hr0.9 0.93 Long. Lateral 56 m
1.01 Portalateral 87.8 mDIF.TOP 1.00 Area/Valvula 0.11 has
Q/valvula 2.64 m3/hrPorta real 87.8 mPendiente 0.011 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 52 Tuberia
ciega
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.4 0.29 Dg 0.4 m0.2 0.05 CAP. RIEGO 2.402 mm/hr0.2 0.05 Long. Lateral 56 m
0.29 Portalateral 52.7 mDIF.TOP -0.20 Area/Valvula 0.11 has
Q/valvula 2.64 m3/hrPorta real 52.7 mPendiente -0.004 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 52 Parte
superior
dC
![Page 161: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/161.jpg)
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.1 0.53 Dg 0.4 m0.8 0.19 CAP. RIEGO 2.402 mm/hr1.1 0.46 Long. Lateral 110 m
0.80 Portalateral 89.3 mDIF.TOP 0.80 Area/Valvula 0.98 has
Q/valvula 23.54 m3/hrPorta real 89.3 mPendiente 0.009 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 54 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.0 0.39 Dg 0.4 m0.6 0.08 CAP. RIEGO 2.402 mm/hr0.8 0.19 Long. Lateral 110 m
0.50 Portalateral 80.2 mDIF.TOP 0.00 Area/Valvula 0.88 has
Q/valvula 21.14 m3/hrPorta real 80.2 mPendiente 0.000 m/m PLANO
A-B
B-C
![Page 162: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/162.jpg)
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 54 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.0 0.39 Dg 0.4 m0.6 0.08 CAP. RIEGO 2.402 mm/hr0.8 0.19 Long. Lateral 110 m
0.50 Portalateral 80.2 mDIF.TOP -0.50 Area/Valvula 0.88 has
Q/valvula 21.14 m3/hrPorta real 80.2 mPendiente -0.006 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 58 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.0 0.39 Dg 0.4 m0.6 0.08 CAP. RIEGO 2.402 mm/hr0.8 0.19 Long. Lateral 110 m
0.50 Portalateral 80.2 mDIF.TOP 0.00 Area/Valvula 0.88 has
![Page 163: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/163.jpg)
Q/valvula 21.14 m3/hrPorta real 80.2 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 58 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.0 0.39 Dg 0.4 m0.6 0.08 CAP. RIEGO 2.402 mm/hr0.8 0.19 Long. Lateral 110 m
0.50 Portalateral 80.2 mDIF.TOP 0.00 Area/Valvula 0.88 has
Q/valvula 21.14 m3/hrPorta real 80.2 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 59 Parte
superior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
![Page 164: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/164.jpg)
Dh 2.29 m1.0 0.39 Dg 0.4 m0.6 0.08 CAP. RIEGO 2.402 mm/hr0.8 0.19 Long. Lateral 110 m
0.50 Portalateral 80.2 mDIF.TOP 0.00 Area/Valvula 0.88 has
Q/valvula 21.14 m3/hrPorta real 80.2 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 59 Parte
inferior
dC
LBC ----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m1.1 0.42 Dg 0.4 m0.6 0.08 CAP. RIEGO 2.402 mm/hr0.9 0.21 Long. Lateral 110 m
0.55 Portalateral 82.4 mDIF.TOP 0.00 Area/Valvula 0.91 has
Q/valvula 21.86 m3/hrPorta real 82.4 mPendiente 0.000 m/m PLANO
A-B
B-C
CALCULO HIDRAULICO TUBERIA DISTRIBUIDORA DE DOS DIAMETROS LOTE 63
dC
LBC
![Page 165: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/165.jpg)
----- LT -----
PERDIDAS POR FRICCION RED DE TUBERIAS DE DOS DIAMETROS (EN SERIE):
VEL(M/S) HFRICCION-M Q-GOTERO 2.2 LPH
Dh 2.29 m0.6 0.31 Dg 0.4 m0.5 0.14 CAP. RIEGO 2.402 mm/hr0.7 0.34 Long. Lateral 110 m
0.51 Portalateral 146.7 mDIF.TOP 0.00 Area/Valvula 0.56 has
Q/valvula 13.45 m3/hrPorta real 146.7 mPendiente 0.000 m/m PLANO
A-B
B-C
![Page 166: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/166.jpg)
61.83
0.00
61.83
![Page 167: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/167.jpg)
161.64
0.00
161.64
94.83
0.00
94.83
![Page 168: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/168.jpg)
68.73
31.00
37.73
160.30
124.00
36.30
![Page 169: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/169.jpg)
160.30
78.00
82.30
65.71
0.00
65.71
![Page 170: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/170.jpg)
125.69
0.00
125.69
![Page 171: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/171.jpg)
139.88
24.00
115.88
61.21
0.00
61.21
![Page 172: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/172.jpg)
174.04
0.00
174.04
73.28
0.00
73.28
![Page 173: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/173.jpg)
75.57
0.00
75.57
80.15
28.00
52.15
![Page 174: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/174.jpg)
132.82
59.00
73.82
![Page 175: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/175.jpg)
132.82
58.00
74.82
96.02
32.00
64.02
![Page 176: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/176.jpg)
160.30
99.00
61.30
68.70
22.00
46.70
![Page 177: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/177.jpg)
132.82
37.00
95.82
112.21
0.00
112.21
![Page 178: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/178.jpg)
69.03
0.00
69.03
![Page 179: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/179.jpg)
160.30
0.00
160.30
181.35
0.00
181.35
![Page 180: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/180.jpg)
80.15
0.00
80.15
82.44
40.00
42.44
![Page 181: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/181.jpg)
50.22
0.00
50.22
109.15
49.00
60.15
![Page 182: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/182.jpg)
141.29
63.00
78.29
![Page 183: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/183.jpg)
87.60
0.00
87.60
160.30
0.00
160.30
![Page 184: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/184.jpg)
72.51
0.00
72.51
28.48
0.00
28.48
![Page 185: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/185.jpg)
131.82
0.00
131.82
123.83
0.00
123.83
![Page 186: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/186.jpg)
82.44
0.00
82.44
66.51
![Page 187: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/187.jpg)
0.00
66.51
82.44
0.00
82.44
![Page 188: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/188.jpg)
160.30
0.00
160.30
105.87
23.00
82.87
![Page 189: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/189.jpg)
160.30
25.00
135.30
98.47
28.00
70.47
![Page 190: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/190.jpg)
160.30
0.00
160.30
171.48
44.00
![Page 191: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/191.jpg)
127.48
173.93
0.00
173.93
![Page 192: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/192.jpg)
82.76
0.00
82.76
87.55
0.00
87.55
![Page 193: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/193.jpg)
69.07
31.00
38.07
69.07
0.00
69.07
![Page 194: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/194.jpg)
124.32
69.00
55.32
26.88
0.00
26.88
![Page 195: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/195.jpg)
75.57
43.00
32.57
![Page 196: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/196.jpg)
73.28
29.00
44.28
50.38
23.00
27.38
![Page 197: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/197.jpg)
87.82
18.00
69.82
52.69
24.00
28.69
![Page 198: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/198.jpg)
89.31
27.00
62.31
80.15
35.00
45.15
![Page 199: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/199.jpg)
80.15
35.00
45.15
![Page 200: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/200.jpg)
80.15
35.00
45.15
80.15
35.00
45.15
![Page 201: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/201.jpg)
80.15
35.00
45.15
82.44
36.00
46.44
![Page 202: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/202.jpg)
146.73
36.00
110.73
![Page 203: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/203.jpg)
CALCULO DE MINIMIZACION DE PERDIDA CON RESTRICCION MATEMATICA DE VELOCIDADES
D1Longitud Q (caudal) Diameter
160.30 39.388646288 85.6
D1Longitud Q (caudal) Diameter
103.77 25.50 85.6
D2Longitud Q (caudal) Diameter
103.77 25.50 71.2
D2Longitud Q (caudal) Diameter
90.18 22.16 71.2
D3Longitud Q (caudal) Diameter
90.18 22.16 59.8
D3Longitud Q (caudal) Diameter
62.47 15.35 59.8
D4Longitud Q (caudal) Diameter
62.47 15.35 46.60
D4Longitud Q (caudal) Diameter
24.18 5.94 46.60
D5Longitud Q (caudal) Diameter
24.18 5.94 29.00
D1
![Page 204: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/204.jpg)
D1
n012
3 =SUMA(n^1.852)45 1.0006 4.6107 12.2598 25.2929 44.993
10 72.60711 109.34612 156.39213 214.90514 286.02715 370.87816 470.56617 586.18418 718.81019 869.51220 1039.34921 1229.36522 1440.60023 1674.08124 1930.82925 2211.85726 2518.17127 2850.77028 3210.64429 3598.78130 4016.16031 4463.75632 4942.53633 5453.46634 5997.50335 6575.60236 7188.71137 7837.77538 8523.73539 9247.52840 10010.08541 10812.33442 11655.20243 12539.60844 13466.47045 14436.70246 15451.21547 16510.917
![Page 205: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/205.jpg)
48 17616.71149 18769.49950 19970.18051 21219.64852 22518.79753 23868.51554 25269.69055 26723.20756 28229.94657 29790.78858 31406.60959 33078.28460 34806.68361 36592.67862 38437.13663 40340.92164 42304.89765 44329.92466 46416.86167 48566.56568 50779.89169 53057.69170 55400.81571 57810.11372 60286.43273 62830.61674 65443.50975 68125.95176 70878.78477 73702.84478 76598.96879 79567.99080 82610.74481 85728.06082 88920.76883 92189.69684 95535.67185 98959.51786 102462.05887 106044.11688 109706.51289 113450.06390 117275.58991 121183.90592 125175.82693 129252.16594 133413.73495 137661.34496 141995.80597 146417.924
![Page 206: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/206.jpg)
98 150928.50899 155528.363
100 160218.292101 164999.100102 169871.587103 174836.554103 179894.800105 185047.125106 190294.323107 195637.193108 200980.062109 206516.655110 212151.298111 217884.784112 223717.903113 229651.443114 235686.192115 241822.938116 248062.467117 254405.563118 260853.010119 267405.591120 274064.088121 280829.281122 287701.951123 294682.876124 301772.834125 308972.602126 316282.956127 323704.671128 331238.521129 338885.279130 346645.717131 354520.607132 362510.719133 370616.822134 378839.686135 387180.078136 395638.764137 404216.511138 412914.084139 421732.248140 430671.765141 439733.398142 448917.910143 458226.061144 467658.611145 477216.319146 486899.946147 496710.247
![Page 207: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/207.jpg)
148 506647.980149 516713.902150 526908.767151 537233.330152 547688.346153 558274.568154 568992.747155 579843.635156 590827.984157 601946.544158 613200.064159 624589.292160 636114.978161 647777.867162 659578.707163 671518.244164 683597.222165 695816.387166 708176.482167 720678.250168 733322.434169 746109.776170 759041.016171 772116.895172 785338.153173 798705.530174 812219.763175 825881.590176 839691.750177 853650.977178 867760.009179 882019.580180 896430.425181 910993.279182 925708.875183 940577.945184 955601.222185 970779.438186 986113.323187 ###188 ###189 ###190 ###191 ###192 ###193 ###194 1114476.042195 1131243.753196 1148174.413197 1165268.745
![Page 208: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/208.jpg)
198 1182527.474199 1199951.323200 ###
############
![Page 209: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/209.jpg)
CALCULO DE MINIMIZACION DE PERDIDA CON RESTRICCION MATEMATICA DE VELOCIDADES
L-DIBUJO
C N Head loss CAS VELOCITY (m/s)
140 70.00 2.40 1.90 L
C N Head loss CAS Q
140 45.00 0.70 1.23 N
C N Head loss CAS AREA
140 45.00 1.72 1.78
C N Head loss CAS Datos Técnicos
140 39.00 1.16 1.55 Capac. Riego
C N Head loss CAS Long. Manguera
140 39.00 2.72 2.19 Var. Topog.
C N Head loss CAS Pendiente
140 27.00 0.97 1.52 Angulo (º sexag)
C N Head loss CAS Area
140 27.00 3.26 2.50
C N Head loss CAS
140 11.00 0.23 0.97
C N Head loss CAS
140 11.00 2.36 2.50
9.40OK ESTE CALCULO ESTA CON 5 DIAMETROS.
D2 D3 D4 D5
TOTAL 5 DIAMETROS
![Page 210: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/210.jpg)
D2
![Page 211: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/211.jpg)
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![Page 214: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/214.jpg)
![Page 215: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/215.jpg)
LOTE 18
56.30 14.00 28.00 38.00 24.00 160.30
D1 D2 D3 D4 D5 Dh 2.29
56.53 13.59 27.71 38.29 24.18 Qválvula 39.39
13.89 3.34 6.81 9.41 5.94 d1 85.60
24.68 5.94 12.10 16.72 10.56 d2 71.20
0.01 0.00 0.00 0.00 0.00 d3 59.80
d4 46.60
d5 29.00
24.02 m3/ha Qgotero 2.20 lph Long Porta 160.30
102 m Dgotero 0.40 m Porta real 160.30
9.40 m
0.05864005 m/m
3.3559842 º
1.64 has
ESTE CALCULO ESTA CON 5 DIAMETROS.
![Page 216: Diseño Portalaterales Hasta 4 Diam](https://reader036.vdocuments.co/reader036/viewer/2022062316/56d6bd1d1a28ab30168cb233/html5/thumbnails/216.jpg)
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C-5
C-5
C-5
C-8
C-12,5
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CALCULO DE MINIMIZACION DE PERDIDA CON RESTRICCION MATEMATICA DE VELOCIDADES
D1Longitud Q (caudal) Diameter
160.30 40.109170306 85.6
D1Longitud Q (caudal) Diameter
121.86 30.49 85.6
D2Longitud Q (caudal) Diameter
121.86 30.49 71.2
D2Longitud Q (caudal) Diameter
93.27 23.34 71.2
D3Longitud Q (caudal) Diameter
93.27 23.34 59.8
D3Longitud Q (caudal) Diameter
57.54 14.40 59.8
D4Longitud Q (caudal) Diameter
57.54 14.40 46.60
D1
n01
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2
3 =SUMA(n^1.852)45 1.0006 4.6107 12.2598 25.2929 44.993
10 72.60711 109.34612 156.39213 214.90514 286.02715 370.87816 470.56617 586.18418 718.81019 869.51220 1039.34921 1229.36522 1440.60023 1674.08124 1930.82925 2211.85726 2518.17127 2850.77028 3210.64429 3598.78130 4016.16031 4463.75632 4942.53633 5453.46634 5997.50335 6575.60236 7188.71137 7837.77538 8523.73539 9247.52840 10010.08541 10812.33442 11655.20243 12539.60844 13466.47045 14436.70246 15451.21547 16510.91748 17616.71149 18769.49950 19970.18051 21219.648
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52 22518.79753 23868.51554 25269.69055 26723.20756 28229.94657 29790.78858 31406.60959 33078.28460 34806.68361 36592.67862 38437.13663 40340.92164 42304.89765 44329.92466 46416.86167 48566.56568 50779.89169 53057.69170 55400.81571 57810.11372 60286.43273 62830.61674 65443.50975 68125.95176 70878.78477 73702.84478 76598.96879 79567.99080 82610.74481 85728.06082 88920.76883 92189.69684 95535.67185 98959.51786 102462.05887 106044.11688 109706.51289 113450.06390 117275.58991 121183.90592 125175.82693 129252.16594 133413.73495 137661.34496 141995.80597 146417.92498 150928.50899 155528.363
100 160218.292101 164999.100
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102 169871.587103 174836.554103 179894.800105 185047.125106 190294.323107 195637.193108 200980.062109 206516.655110 212151.298111 217884.784112 223717.903113 229651.443114 235686.192115 241822.938116 248062.467117 254405.563118 260853.010119 267405.591120 274064.088121 280829.281122 287701.951123 294682.876124 301772.834125 308972.602126 316282.956127 323704.671128 331238.521129 338885.279130 346645.717131 354520.607132 362510.719133 370616.822134 378839.686135 387180.078136 395638.764137 404216.511138 412914.084139 421732.248140 430671.765141 439733.398142 448917.910143 458226.061144 467658.611145 477216.319146 486899.946147 496710.247148 506647.980149 516713.902150 526908.767151 537233.330
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152 547688.346153 558274.568154 568992.747155 579843.635156 590827.984157 601946.544158 613200.064159 624589.292160 636114.978161 647777.867162 659578.707163 671518.244164 683597.222165 695816.387166 708176.482167 720678.250168 733322.434169 746109.776170 759041.016171 772116.895172 785338.153173 798705.530174 812219.763175 825881.590176 839691.750177 853650.977178 867760.009179 882019.580180 896430.425181 910993.279182 925708.875183 940577.945184 955601.222185 970779.438186 986113.323187 ###188 ###189 ###190 ###191 ###192 ###193 ###194 1114476.042195 1131243.753196 1148174.413197 1165268.745198 1182527.474199 1199951.323200 ###
###
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#########
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CALCULO DE MINIMIZACION DE PERDIDA CON RESTRICCION MATEMATICA DE VELOCIDADES
L-DIBUJO
C N Head loss CAS VELOCITY (m/s)
140 70.00 2.49 1.94 L-CAMPO
C N Head loss CAS Q
140 53.00 1.14 1.47 N
C N Head loss CAS AREA
140 53.00 2.81 2.13
C N Head loss CAS Datos Técnicos
140 41.00 1.32 1.63 Capac. Riego
C N Head loss CAS Long. Manguera
140 41.00 3.09 2.31 Var. Topog.
C N Head loss CAS Pendiente
140 25.00 0.80 1.42 Angulo (º sexag)
C N Head loss CAS Area
140 25.00 2.68 2.34
7.80OK ESTE CALCULO ESTA CON 4 DIAMETROS
D2 D3 D4
TOTAL 4 DIAMETROS
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LOTE 9
37.30 29.00 36.00 58.00 160.30
D1 D2 D3 D4 D5 Dh 2.29
38.44 28.59 35.73 57.54 0.00 Qválvula 40.11
9.62 7.15 8.94 14.40 0.00 d1 85.60
16.78 12.49 15.60 25.13 0.00 d2 71.20
0.01 0.00 0.00 0.00 0.00 d3 59.80
d4 46.60
d5 29.40
24.02 m3/ha Qgotero 2.20 lph Porta incli 160.30
104 m Dgotero 0.40 m Porta dibujo 160.30
7.80 m
0.04865876 m/m
2.78574467 º
1.67 has
ESTE CALCULO ESTA CON 4 DIAMETROS
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C-5
C-5
C-5
C-8
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CALCULO DE MINIMIZACION DE PERDIDA CON RESTRICCION MATEMATICA DE VELOCIDADES
D1Longitud Q (caudal) Diameter
141.98 34.585152838 71.2
D1Longitud Q (caudal) Diameter
95.89 23.36 71.2
D2Longitud Q (caudal) Diameter
95.89 23.36 59.8
D2Longitud Q (caudal) Diameter
59.49 14.49 59.8
D3Longitud Q (caudal) Diameter
59.49 14.49 46.6
D1
n012
3 =SUMA(n^1.852)45 1.0006 4.6107 12.2598 25.2929 44.993
10 72.607
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11 109.34612 156.39213 214.90514 286.02715 370.87816 470.56617 586.18418 718.81019 869.51220 1039.34921 1229.36522 1440.60023 1674.08124 1930.82925 2211.85726 2518.17127 2850.77028 3210.64429 3598.78130 4016.16031 4463.75632 4942.53633 5453.46634 5997.50335 6575.60236 7188.71137 7837.77538 8523.73539 9247.52840 10010.08541 10812.33442 11655.20243 12539.60844 13466.47045 14436.70246 15451.21547 16510.91748 17616.71149 18769.49950 19970.18051 21219.64852 22518.79753 23868.51554 25269.69055 26723.20756 28229.94657 29790.78858 31406.60959 33078.28460 34806.68361 36592.67862 38437.13663 40340.92164 42304.897
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65 44329.92466 46416.86167 48566.56568 50779.89169 53057.69170 55400.81571 57810.11372 60286.43273 62830.61674 65443.50975 68125.95176 70878.78477 73702.84478 76598.96879 79567.99080 82610.74481 85728.06082 88920.76883 92189.69684 95535.67185 98959.51786 102462.05887 106044.11688 109706.51289 113450.06390 117275.58991 121183.90592 125175.82693 129252.16594 133413.73495 137661.34496 141995.80597 146417.92498 150928.50899 155528.363
100 160218.292101 164999.100102 169871.587103 174836.554103 179894.800105 185047.125106 190294.323107 195637.193108 200980.062109 206516.655110 212151.298111 217884.784112 223717.903113 229651.443114 235686.192115 241822.938116 248062.467117 254405.563118 260853.010
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119 267405.591120 274064.088121 280829.281122 287701.951123 294682.876124 301772.834125 308972.602126 316282.956127 323704.671128 331238.521129 338885.279130 346645.717131 354520.607132 362510.719133 370616.822134 378839.686135 387180.078136 395638.764137 404216.511138 412914.084139 421732.248140 430671.765141 439733.398142 448917.910143 458226.061144 467658.611145 477216.319146 486899.946147 496710.247148 506647.980149 516713.902150 526908.767151 537233.330152 547688.346153 558274.568154 568992.747155 579843.635156 590827.984157 601946.544158 613200.064159 624589.292160 636114.978161 647777.867162 659578.707163 671518.244164 683597.222165 695816.387166 708176.482167 720678.250168 733322.434169 746109.776170 759041.016171 772116.895172 785338.153
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173 798705.530174 812219.763175 825881.590176 839691.750177 853650.977178 867760.009179 882019.580180 896430.425181 910993.279182 925708.875183 940577.945184 955601.222185 970779.438186 986113.323187 ###188 ###189 ###190 ###191 ###192 ###193 ###194 1114476.042195 1131243.753196 1148174.413197 1165268.745198 1182527.474199 1199951.323200 ###
############
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CALCULO DE MINIMIZACION DE PERDIDA CON RESTRICCION MATEMATICA DE VELOCIDADES
C N Head loss CAS VELOCITY (m/s)
140 62.00 4.11 2.41
C N Head loss CAS
140 42.00 1.36 1.63
C N Head loss CAS
140 42.00 3.18 2.31
C N Head loss CAS
140 26.00 0.83 1.43
C N Head loss CAS
140 26.00 2.80 2.36
7.90OK
D2 D3
TOTAL 3 DIAMETROS
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L-DIBUJO 46.98 36.00 59.00 141.98
D1 D2 D3 D4 D5
L 46.09 36.40 59.49 0.00 0.00
Q 11.23 8.87 14.49 0.00 0.00
N 20.13 15.89 25.98 0.00 0.00
AREA 0.00 0.00 0.00 0.00 0.00
Datos Técnicos
Capac. Riego 24.02 m3/ha Qgotero 2.20 lph
Long. Manguera 101 m Dgotero 0.40 m
Var. Topog. 7.90 m
Pendiente 0.05564164 m/m
Angulo (º sexag) 3.18474718 º
Area 1.44 has
ESTE CALCULO ESTA CON 3 DIAMETROS
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LOTE 11
Dh 2.29
Qválvula 34.59
d1 71.20 C-5
d2 59.80 C-5
d3 46.60 C-8
d4 29.40
d5 29.40
Long Porta 141.98
Porta real 141.98
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