Calculo de Redes de Agua Potable
10
UTILIZANDO EN EL CALCULO MEDIANTE LAS ECUACIONES DE HAZEN WILLIAMS TRAMO DIAMETRO LONGITUD COEF. PERDIDA DE CARGA ΔQ D (m) L (m) C1 S(m/1000m) h (m) F A1-B1 0.15 320 100 -40.0 52.69 16.862 -0.4216 -8.81 A1-A2 0.10 325 100 30.0 223.03 72.485 2.4162 -8.81 B1-B2 * 0.10 300 100 -20.0 105.34 -31.602 1.5801 14.32 B2-A2 * 0.15 265 100 12.0 5.68 -1.506 -0.1255 -5.51 Σ = 56.240 3.4493 -8.81 B B1-C1 0.15 160 100 -15.0 9.27 1.484 -0.0989 -23.13 B1-B2 * 0.10 300 100 20.0 113.81 34.143 1.7071 -14.32 C1-C2 * 0.10 295 100 10.0 31.57 -9.313 -0.9313 -30.07 C2-B2 * 0.15 160 100 26.0 25.66 -4.105 -0.1579 -19.82 Σ = 22.208 0.5190 -23.13 H C1-D1 0.15 165 100 -16.0 10.45 1.724 -0.1078 6.94 C1-C2 * 0.10 295 100 -10.0 31.57 9.313 -0.9313 30.07 D1-D2 0.10 290 100 -9.0 25.98 -7.534 0.8371 6.94 D2-C2 * 0.15 210 100 5.0 1.22 -0.255 -0.0510 4.55 Σ = 3.248 -0.2530 6.94 L C2-D2 * 0.15 210 100 -5.0 1.22 0.255 -0.0510 -4.55 C2-C3 * 0.10 165 100 3.0 3.40 0.562 0.1872 5.70 D2-D3 0.10 230 100 -6.0 12.27 -2.822 0.4704 2.39 D3-C3 0.15 230 100 6.0 1.70 -0.392 -0.0653 2.39 Σ = -2.397 0.5413 2.39 K A2-B2 * 0.15 265 100 -12.0 6.14 1.627 -0.1355 5.51 B2-C2 * 0.15 160 100 -26.0 25.66 4.105 -0.1579 19.82 C2-C3 * 0.10 165 100 -3.0 3.40 -0.562 0.1872 -3.31 C3-A2 0.10 475 100 10.0 31.57 -14.996 -1.4996 -3.31 Σ = -9.825 -1.6058 -3.31 CALCULO DE REDES DE TUBERIAS POR EL METODO DE HARDY CROSS LAZO O CIRCUITO CAUDAL SUPUESTO h/QO QO (Lt/s)
Transcript of Calculo de Redes de Agua Potable
UTILIZANDO EN EL CALCULO MEDIANTE LAS ECUACIONES DE HAZEN WILLIAMS
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
ΔQ
D (m) L (m) C1 S(m/1000m) h (m)
FA1-B1 0.15 320 100 -40.0 52.69 16.862 -0.4216 -8.81 -48.8
A1-A2 0.10 325 100 30.0 223.03 72.485 2.4162 -8.81 21.2
B1-B2 * 0.10 300 100 -20.0 105.34 -31.602 1.5801 14.32 -5.7
B2-A2 * 0.15 265 100 12.0 5.68 -1.506 -0.1255 -5.51 6.5
Σ = 56.240 3.4493 -8.81
BB1-C1 0.15 160 100 -15.0 9.27 1.484 -0.0989 -23.13 -38.1
B1-B2 * 0.10 300 100 20.0 113.81 34.143 1.7071 -14.32 5.7
C1-C2 * 0.10 295 100 10.0 31.57 -9.313 -0.9313 -30.07 -20.1
C2-B2 * 0.15 160 100 26.0 25.66 -4.105 -0.1579 -19.82 6.2
Σ = 22.208 0.5190 -23.13
HC1-D1 0.15 165 100 -16.0 10.45 1.724 -0.1078 6.94 -9.1
C1-C2 * 0.10 295 100 -10.0 31.57 9.313 -0.9313 30.07 20.1
D1-D2 0.10 290 100 -9.0 25.98 -7.534 0.8371 6.94 -2.1
D2-C2 * 0.15 210 100 5.0 1.22 -0.255 -0.0510 4.55 9.5
Σ = 3.248 -0.2530 6.94
LC2-D2 * 0.15 210 100 -5.0 1.22 0.255 -0.0510 -4.55 -9.5
C2-C3 * 0.10 165 100 3.0 3.40 0.562 0.1872 5.70 8.7
D2-D3 0.10 230 100 -6.0 12.27 -2.822 0.4704 2.39 -3.6
D3-C3 0.15 230 100 6.0 1.70 -0.392 -0.0653 2.39 8.4
Σ = -2.397 0.5413 2.39
KA2-B2 * 0.15 265 100 -12.0 6.14 1.627 -0.1355 5.51 -6.5
B2-C2 * 0.15 160 100 -26.0 25.66 4.105 -0.1579 19.82 -6.2
C2-C3 * 0.10 165 100 -3.0 3.40 -0.562 0.1872 -3.31 -6.3
C3-A2 0.10 475 100 10.0 31.57 -14.996 -1.4996 -3.31 6.7
Σ = -9.825 -1.6058 -3.31
CALCULO DE REDES DE TUBERIAS POR EL METODO DE HARDY CROSS
LAZO O CIRCUITO
CAUDAL SUPUESTO h/QO Q1 (Lt/s)
QO (Lt/s)
TRAMODIAMETROLONGITUD COEF. PERDIDA DE CARGA
ΔQ
D (m) L (m) C1 S (m/1000m) h (m)
FA1-B1 0.15 320 100 -48.8 76.16 24.372 -0.4993 -18.02
A1-A2 0.10 325 100 21.2 117.19 38.088 1.7977 -18.02
B1-B2 * 0.10 300 100 -5.7 10.27 -3.082 0.5423 -24.07
B2-A2 * 0.15 265 100 6.5 1.82 -0.483 -0.0744 -12.53
Σ = 58.895 1.7663 -18.02
BB1-C1 0.15 160 100 -38.1 52.10 8.337 -0.2186 6.04
B1-B2 * 0.10 300 100 5.7 11.10 3.330 0.5859 24.07
C1-C2 * 0.10 295 100 -20.1 114.54 -33.791 1.6837 16.15
C2-B2 * 0.15 160 100 6.2 1.80 -0.288 -0.0465 11.54
Σ = -22.412 2.0044 6.04
HC1-D1 0.15 165 100 -9.1 3.65 0.602 -0.0665 -10.11
C1-C2 * 0.10 295 100 20.1 114.54 33.791 1.6837 -16.15
D1-D2 0.10 290 100 -2.1 1.70 -0.493 0.2391 -10.11
D2-C2 * 0.15 210 100 9.5 4.02 -0.844 -0.0884 -7.33
Σ = 33.056 1.7678 -10.11
LC2-D2 * 0.15 210 100 -9.5 4.02 0.844 -0.0884 7.33
C2-C3 * 0.10 165 100 8.7 24.41 4.027 0.4628 2.72
D2-D3 0.10 230 100 -3.6 4.78 -1.100 0.3051 -2.77
D3-C3 0.15 230 100 8.4 3.17 -0.729 -0.0868 -2.77
Σ = 3.042 0.5927 -2.77
KA2-B2 * 0.15 265 100 -6.5 1.97 0.522 -0.0804 12.53
B2-C2 * 0.15 160 100 -6.2 1.80 0.288 -0.0465 -11.54
C2-C3 * 0.10 165 100 -6.3 13.46 -2.221 0.3521 -5.49
C3-A2 0.10 475 100 6.7 15.02 -7.134 -1.0659 -5.49
Σ = -8.545 -0.8408 -5.49
LAZO O CIRCUITO
CAUDAL SUPUEST
O h/QO
QO (Lt/s)
0587.085.1
824.01Q
1064.085.1
1160.02Q
1652.085.1
562.03Q
2405.085.1
266.34Q
TRAMODIAMETROLONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 S (m/1000m) h (m)
-66.8
FA1-B1 0.15 320 100 -66.8 136.22 43.590 -0.6522
3.2 A1-A2 0.10 325 100 3.2 3.47 1.129 0.3570
-29.8 B1-B2 * 0.10 300 100 -29.8 219.62 -65.886 2.2146
-6.0 B2-A2 * 0.15 265 100 -6.0 1.59 -0.422 0.0700
Σ = -21.590 1.9893
-32.1
BB1-C1 0.15 160 100 -32.1 37.86 6.058 -0.1888
29.8 B1-B2 * 0.10 300 100 29.8 237.28 71.183 2.3926
-3.9 C1-C2 * 0.10 295 100 -3.9 5.58 -1.646 0.4200
17.7 C2-B2 * 0.15 160 100 17.7 12.62 -2.019 -0.1140
Σ = 73.577 2.5098
-19.2
HC1-D1 0.15 165 100 -19.2 14.60 2.409 -0.1257
3.9 C1-C2 * 0.10 295 100 3.9 5.58 1.646 0.4200
-12.2 D1-D2 0.10 290 100 -12.2 45.38 -13.161 1.0817
2.2 D2-C2 * 0.15 210 100 2.2 0.27 -0.056 -0.0255
Σ = -9.164 1.3505
-2.2
LC2-D2 * 0.15 210 100 -2.2 0.27 0.056 -0.0255
11.4 C2-C3 * 0.10 165 100 11.4 40.36 6.659 0.5831
-6.4 D2-D3 0.10 230 100 -6.4 13.75 -3.162 0.4956
5.6 D3-C3 0.15 230 100 5.6 1.51 -0.347 -0.0617
Σ = 3.207 0.9915
6.0
KA2-B2 * 0.15 265 100 6.0 1.72 0.456 0.0756
-17.7 B2-C2 * 0.15 160 100 -17.7 12.62 2.019 -0.1140
-11.8 C2-C3 * 0.10 165 100 -11.8 42.88 -7.076 0.5996
1.2 C3-A2 0.10 475 100 1.2 0.62 -0.297 -0.2472
Σ = -4.897 0.3140
Q1 (Lt/s)LAZO O
CIRCUITO
CAUDAL SUPUEST
O h/QO
QO (Lt/s)
ΔQ TRAMODIAMETROLONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 Sm/1000m) h (m)
5.87 -61.0
FA1-B1 0.15 320 100 -61.0 114.93 36.777
5.87 9.0 A1-A2 0.10 325 100 9.0 24.19 7.862
21.71 -8.0 B1-B2 * 0.10 300 100 -8.0 19.51 -5.853
-2.56 -8.6 B2-A2 * 0.15 265 100 -8.6 3.07 -0.813
5.87 Σ = 37.973
-15.85 -47.9
BB1-C1 0.15 160 100 -47.9 79.56 12.729
-21.71 8.0 B1-B2 * 0.10 300 100 8.0 21.08 6.324
-19.51 -23.4 C1-C2 * 0.10 295 100 -23.4 152.56 -45.004
-24.28 -6.6 C2-B2 * 0.15 160 100 -6.6 2.01 -0.322
-15.85 Σ = -26.273
3.67 -15.5
HC1-D1 0.15 165 100 -15.5 9.85 1.626
19.51 23.4 C1-C2 * 0.10 295 100 23.4 152.56 45.004
3.67 -8.5 D1-D2 0.10 290 100 -8.5 23.37 -6.778
5.42 7.6 D2-C2 * 0.15 210 100 7.6 2.66 -0.558
3.67 Σ = 39.295
-5.42 -7.6
LC2-D2 * 0.15 210 100 -7.6 2.66 0.558
-10.18 1.2 C2-C3 * 0.10 165 100 1.2 0.67 0.110
-1.75 -8.1 D2-D3 0.10 230 100 -8.1 21.52 -4.949
-1.75 3.9 D3-C3 0.15 230 100 3.9 0.76 -0.174
-1.75 Σ = -4.456
2.56 8.6
KA2-B2 * 0.15 265 100 8.6 3.31 0.878
24.28 6.6 B2-C2 * 0.15 160 100 6.6 2.01 0.322
8.43 -3.4 C2-C3 * 0.10 165 100 -3.4 4.22 -0.696
8.43 9.6 C3-A2 0.10 475 100 9.6 29.44 -13.985
8.43 Σ = -13.482
Q1 (Lt/s)LAZO O
CIRCUITO
CAUDAL SUPUEST
O
QO (Lt/s)
ΔQ
-0.6032 -18.83 -79.8
0.8707 -18.83 -9.8
0.7281 -24.53 -32.6
0.0945 -12.17 -20.8
1.0902 -18.83
-0.2656 5.70 -42.2
0.7867 24.53 32.6
1.9206 14.06 -9.4
0.0490 12.36 5.8
2.4907 5.70
-0.1049 -8.36 -23.9
1.9206 -14.06 9.4
0.7974 -8.36 -16.9
-0.0731 -12.52 -4.9
2.5400 -8.36
-0.0731 12.52 4.9
0.0884 10.82 12.1
0.6089 4.16 -4.0
-0.0450 4.16 8.0
0.5792 4.16
0.1021 12.17 20.8
0.0490 -12.36 -5.8
0.2067 -6.66 -10.0
-1.4523 -6.66 3.0
-1.0945 -6.66
h/QO Q1 (Lt/s)
Línea Q D A v Re f LMALLA I 1 -0.3 0.4 0.1256637 2.3873241 954929.66 0.0116641 1000
2 0.4 0.4 0.1256637 3.1830989 1273240 0.0110765 10004 -0.1 0.4 0.1256637 0.7957747 318309.89 0.0143592 1000
MALLA II 1 0.3 0.4 0.1256637 2.3873241 954929.66 0.0116641 10003 -0.3 0.4 0.1256637 2.3873241 954929.66 0.0116641 10005 0.1 0.4 0.1256637 0.7957747 318309.89 0.0143592 1000
MALLA I 1 -0.322391 0.4 0.1256637 2.5655095 1026204 0.0115131 10002 0.3690963 0.4 0.1256637 2.9371748 1174870 0.0112365 10004 -0.130904 0.4 0.1256637 1.0416988 416679.52 0.0136238 1000
MALLA II 1 0.3223914 0.4 0.1256637 2.5655095 1026204 0.0115131 10003 -0.308512 0.4 0.1256637 2.4550628 982025.14 0.0116051 10005 0.0914877 0.4 0.1256637 0.728036 291214.41 0.0146144 1000
MALLA I 1 -0.315191 0.4 0.1256637 2.5082084 1003283 0.0115602 10002 0.3638751 0.4 0.1256637 2.8956262 1158250 0.0112652 10004 -0.136125 0.4 0.1256637 1.0832473 433298.93 0.0135214 1000
MALLA II 1 0.3151908 0.4 0.1256637 2.5082084 1003283 0.0115602 10003 -0.320934 0.4 0.1256637 2.5539125 1021565 0.0115225 10005 0.0790659 0.4 0.1256637 0.6291863 251674.53 0.0150469 1000
MALLA I 1 -0.316755 0.4 0.1256637 2.5206581 1008263 0.0115498 10002 0.3590456 0.4 0.1256637 2.8571941 1142878 0.0112922 10004 -0.140954 0.4 0.1256637 1.1216795 448671.78 0.013431 1000
MALLA II 1 0.3167552 0.4 0.1256637 2.5206581 1008263 0.0115498 10003 -0.324199 0.4 0.1256637 2.579895 1031958 0.0115015 10005 0.0758008 0.4 0.1256637 0.6032039 241281.55 0.0151752 1000
MALLA I 1 -0.316141 0.4 0.1256637 2.5157718 1006309 0.0115539 10002 0.3574827 0.4 0.1256637 2.8447569 1137903 0.011301 10004 -0.142517 0.4 0.1256637 1.1341166 453646.66 0.0134026 1000
MALLA II 1 0.3161412 0.4 0.1256637 2.5157718 1006309 0.0115539 10003 -0.326376 0.4 0.1256637 2.5972185 1038887 0.0114876 10005 0.0736239 0.4 0.1256637 0.5858804 234352.16 0.0152648 1000
MALLA I 1 -0.316227 0.4 0.1256637 2.5164538 1006582 0.0115533 10002 0.3565861 0.4 0.1256637 2.837622 1135049 0.0113061 10004 -0.143414 0.4 0.1256637 1.1412516 456500.64 0.0133865 1000
MALLA II 1 0.3162269 0.4 0.1256637 2.5164538 1006582 0.0115533 10003 -0.327187 0.4 0.1256637 2.6036714 1041469 0.0114824 10005 0.072813 0.4 0.1256637 0.5794275 231771 0.015299 1000
MALLA I 1 -0.316165 0.4 0.1256637 2.5159622 1006385 0.0115537 10002 0.3562239 0.4 0.1256637 2.8347398 1133896 0.0113081 10004 -0.143776 0.4 0.1256637 1.1441338 457653.51 0.01338 1000
MALLA II 1 0.3161651 0.4 0.1256637 2.5159622 1006385 0.0115537 10003 -0.327611 0.4 0.1256637 2.6070452 1042818 0.0114797 10005 0.072389 0.4 0.1256637 0.5760537 230421.48 0.0153171 1000
MALLA I 1 -0.316165 0.4 0.1256637 2.5159586 1006383 0.0115537 10002 0.3560442 0.4 0.1256637 2.8333098 1133324 0.0113092 10004 -0.143956 0.4 0.1256637 1.1455638 458225.52 0.0133768 1000
MALLA II 1 0.3161647 0.4 0.1256637 2.5159586 1006383 0.0115537 1000
3 -0.327791 0.4 0.1256637 2.6084788 1043392 0.0114786 10005 0.0722089 0.4 0.1256637 0.5746201 229848 0.0153249 1000
MALLA I 1 -0.316157 0.4 0.1256637 2.5158958 1006358 0.0115538 10002 0.3559655 0.4 0.1256637 2.8326835 1133073 0.0113096 10004 -0.144034 0.4 0.1256637 1.1461901 458476 0.0133754 1000
MALLA II 1 0.3161568 0.4 0.1256637 2.5158958 1006358 0.0115538 10003 -0.327878 0.4 0.1256637 2.6091679 1043667 0.0114781 10005 0.0721223 0.4 0.1256637 0.573931 229572.4 0.0153286 1000
MALLA I 1 -0.316155 0.4 0.1256637 2.5158839 1006354 0.0115538 10002 0.3559284 0.4 0.1256637 2.832388 1132955 0.0113098 10004 -0.144072 0.4 0.1256637 1.1464856 458594.24 0.0133747 1000
MALLA II 1 0.3161553 0.4 0.1256637 2.5158839 1006354 0.0115538 10003 -0.327916 0.4 0.1256637 2.6094753 1043790 0.0114778 10005 0.0720837 0.4 0.1256637 0.5736236 229449.43 0.0153302 1000
MALLA I 1 -0.316154 0.4 0.1256637 2.5158738 1006350 0.0115538 10002 0.3559116 0.4 0.1256637 2.8322547 1132902 0.0113099 10004 -0.144088 0.4 0.1256637 1.1466189 458647.55 0.0133744 1000
MALLA II 1 0.316154 0.4 0.1256637 2.5158738 1006350 0.0115538 10003 -0.327934 0.4 0.1256637 2.6096187 1043847 0.0114777 10005 0.0720656 0.4 0.1256637 0.5734802 229392.07 0.015331 1000
MALLA I 1 -0.316154 0.4 0.1256637 2.5158704 1006348 0.0115538 10002 0.3559039 0.4 0.1256637 2.8321929 1132877 0.01131 10004 -0.144096 0.4 0.1256637 1.1466806 458672.26 0.0133743 1000
MALLA II 1 0.3161536 0.4 0.1256637 2.5158704 1006348 0.0115538 10003 -0.327943 0.4 0.1256637 2.6096838 1043874 0.0114776 10005 0.0720575 0.4 0.1256637 0.573415 229366 0.0153314 1000
MALLA I 1 -0.316153 0.4 0.1256637 2.5158685 1006347 0.0115538 10002 0.3559003 0.4 0.1256637 2.8321648 1132866 0.01131 10004 -0.1441 0.4 0.1256637 1.1467088 458683.52 0.0133742 1000
MALLA II 1 0.3161534 0.4 0.1256637 2.5158685 1006347 0.0115538 10003 -0.327946 0.4 0.1256637 2.6097139 1043886 0.0114776 10005 0.0720537 0.4 0.1256637 0.573385 229354 0.0153315 1000
K C Corrección29.160329 923299.7 -0.03090373127.691214 876783.335.898059 113663629.160329 923299.7 -0.00851229629.160329 923299.735.898059 1136636
28.782676 911342.11 -0.00522114328.091199 88944834.059449 107842028.782676 911342.11 -0.012421818
29.01272 91862636.536013 1156835
28.900441 915070.91 -0.00482952428.162912 891718.6333.803448 107031428.900441 915070.91 -0.0032650528.806242 912088.3
37.61725 1191070
28.87457 914251.75 -0.00156290328.230402 893855.53
33.57751 106316028.87457 914251.75 -0.002176932
28.753627 910422.3637.938069 1201228
28.884705 914572.65 -0.00089660528.252486 894554.7733.506488 106091228.884705 914572.65 -0.00081090328.718915 909323.2638.161985 1208318
28.883289 914527.81 -0.00036218428.265209 894957.6533.466189 105963628.883289 914527.81 -0.00042395928.706058 908916.1938.247576 1211028
28.884309 914560.13 -0.00017970328.27036 895120.75
33.450001 105912328.884309 914560.13 -0.00018015128.699352 908703.8638.292813 1212460
28.884317 914560.37 -7.87041E-0528.272919 895201.7533.441988 105886928.884317 914560.37 -8.659406E-05
28.696506 908613.7438.312138 1213072
28.884447 914564.49 -3.713174E-0528.27404 895237.24
33.438483 105875828.884447 914564.49 -3.863112E-0528.695139 908570.45
38.32145 1213367
28.884472 914565.28 -1.674919E-0528.274569 895254
33.43683 105870628.884472 914565.28 -1.802129E-0528.694529 908551.1438.325608 1213499
28.884493 914565.94 -7.76121E-0628.274807 895261.5433.436084 105868228.884493 914565.94 -8.183557E-0628.694245 908542.1338.327549 1213560
28.8845 914566.17 -3.538564E-0628.274918 89526533.435739 1058671
28.8845 914566.17 -3.776735E-0628.694115 90853838.328431 1213588
28.884504 914566.29 -1.629112E-0628.274968 895266.6433.435582 105866628.884504 914566.29 -1.726106E-0628.694056 908536.1538.328838 1213601
