Calculo Hidráulico Alcantarillado (Ok)

8/18/2019 Calculo Hidráulico Alcantarillado (Ok)

1/7

METRADO DE CONEXIONES CONDOMINIAL

INFORMACION DEL TRAMO CARACTERISTICAS DE LA TUBERIA

Tramo

CAJA: C / BUZON: B

MAT.DE A

1 C1 C2 12.85 PVC 0.10

2 C2 C3 10.35 PVC 0.10

3 C3 C4 18.65 PVC 0.10

4 C4 C5 7.30 PVC 0.10

5 C5 B1 11.70 PVC 0.10

6 C16 C15 10.75 PVC 0.10

7 C15 C14 12.05 PVC 0.10

8 C14 C13 32.25 PVC 0.10

9 C13 C12 31.80 PVC 0.10

10 C12 C11 31.20 PVC 0.10

11 C11 C10 9.00 PVC 0.10

12 C10 C9 24.60 PVC 0.10

13 C9 C8 20.70 PVC 0.1014 C8 C7 17.85 PVC 0.10

15 C7 C6 22.15 PVC 0.10

16 C6 B1 12.05 PVC 0.10

17 C17 B6 17.90 PVC 0.10

18 C27 C26 7.90 PVC 0.10

19 C26 C25 6.75 PVC 0.10

20 C25 C24 12.30 PVC 0.10

21 C24 C23 9.65 PVC 0.10

22 C23 C22 8.95 PVC 0.10

23 C22 C21 7.75 PVC 0.10

24 C21 C20 8.50 PVC 0.10

25 C20 C19 8.50 PVC 0.10

26 C19 C18 8.50 PVC 0.10

27 C18 B6 10.40 PVC 0.10

28 C31 C30 5.20 PVC 0.10

29 C30 C29 9.90 PVC 0.10

30 C29 C28 10.25 PVC 0.10

31 C28 B3 3.15 PVC 0.10

32 C32 C33 22.60 PVC 0.10

33 C33 C34 24.15 PVC 0.10

34 C34 C36 15.30 PVC 0.10

35 C35 C34 20.10 PVC 0.10

36 C36 B7 25.25 PVC 0.10

37 C37 C38 12.50 PVC 0.10

38 C38 C39 20.05 PVC 0.1039 C39 C40 20.05 PVC 0.10

40 C40 C41 20.05 PVC 0.10

41 C41 C42 20.05 PVC 0.10

42 C42 C43 20.05 PVC 0.10

43 C43 B15 12.45 PVC 0.10

LONGITUDm

DIAMETRO(m)


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METRADO DE CONEXIONES CONDOMINIAL

INFORMACION DEL TRAMO CARACTERISTICAS DE LA TUBERIA

Tramo

CAJA: C / BUZON: B

MAT.DE A

LONGITUDm

DIAMETRO(m)

45 C45 C46 17.05 PVC 0.10

46 C46 C47 33.30 PVC 0.10

47 C47 C48 25.25 PVC 0.10

48 C48 B8 19.75 PVC 0.10

49 C49 C50 12.40 PVC 0.10

50 C50 C51 13.85 PVC 0.10

51 C51 C52 23.25 PVC 0.10

52 C52 C53 11.70 PVC 0.10

53 C53 C54 25.40 PVC 0.10

54 C54 B9 25.35 PVC 0.10

55 C55 C56 7.95 PVC 0.10

56 C56 C57 21.65 PVC 0.10

57 C57 C58 20.75 PVC 0.1058 C59 C60 3.25 PVC 0.10

59 C60 C58 5.35 PVC 0.10

60 C58 C61 6.95 PVC 0.10

61 C61 C62 18.65 PVC 0.10

62 C62 C63 10.90 PVC 0.10

63 C63 B10 22.50 PVC 0.10

64 C64 C65 15.45 PVC 0.10

65 C65 C66 30.95 PVC 0.10

66 C66 C67 44.85 PVC 0.10

67 C68 C69 7.40 PVC 0.10

68 C69 C67 7.80 PVC 0.10

69 C67 C70 13.90 PVC 0.10

70 C70 C71 10.55 PVC 0.10

71 C71 C72 5.85 PVC 0.10

72 C72 C73 9.95 PVC 0.10

73 C73 C74 9.15 PVC 0.10

74 C74 C75 14.35 PVC 0.1075 C75 C63 11.65 PVC 0.10

76 C76 B12 7.50 PVC 0.10

77 C77 C78 22.60 PVC 0.10

78 C78 C79 22.60 PVC 0.10

79 C79 B17 18.85 PVC 0.10

TOTAL 12!." #$C %&


3/7

DIAMETROS DEL SISTEMA COLECTOR

A &.' D& DEL DIAMETRO

NOMBRE DEL #ROECTO : MEJORAMIENTO DEL SITEMA DE AGUA POTABLE E INSTALACION DEL SISTEMA DE ALCANTARILLADO DE LA LOCALIDAD DE POTRERO GRANDEUBICACI*N : DISTRITO SAN JOSE DE LOURDES PROVINCIA SAN IGNACIO

NUMERO DE VIVIENDAS 12+

HABITANTES POR VIVIENDA PROMEDIO %.'%

POBLACION ACTUAL 598 !"

TASA DE CRECIMIENTO T!#! C$%&'('%)*+ I)*%$&%)#!, D'#*$' *!, -1981 1993/ 2.!

PERIODO DE DISEO 2 !+#

POBLACION UTURA

P P+ - 1 $100 /* 986 !"

DOTACION 12 LTHABDIACAUDAL DE AGUAS RESIDUALES

:;$+(. 0.80 P+". D+*.1IMO HORARIO -M3S?/

:(@. +$!$'+ 1.3 2 :;$+(. 0.00285 (3#

CAUDAL DE INILTRACION -M3S?/

L+)?'*= *+*!, =% ,! $%= 3.18 (

N(%$+ =% "+)%# =% ,! $%= 66

:'). 20000 ,*F(=! ,+)?*'*= =% ,! $%=

380 ,*")=! "+)%# 0.00103 (3=

CAUDAL DE DISEO 0.00388 (3#CAUDAL DE DISEO SEGKN NORMA OS.070 0.00388 (3#

VERIICACION DE DIAMETROS - H 34 D /

V!,+$ =% ) 0.013

U,--a0o Ma00-0

: 0.284 =-83/ S0.5 )

V 0.450 =-23/ S0.5 ) V *$!(+ : *$!(+ A (+!=!


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INFORMACION DEL TRAMO CARACTERISTICAS DE LA TUBERIA INFORMACION DE LA TUBERIA

/D

Tramo U3-4a4-50

BUZON

MAT.

COTA DE FONDO COTA DE TERRENO #ROF.

DEL AL DEL AL

1 P!$*% A,*! 1 2 60.00 PVC 0.00388 0.15 0.26 1551.300 1535.600 1552.500 1536.800 1.20 1.20 0.015 0.024 2.39

2 P!$*% A,*! 2 3 60.00 PVC 0.00388 0.15 0.26 1535.600 1520.000 1536.800 1521.200 1.20 1.20 0.015 0.025 2.41

3 P!$*% A,*! 3 4 60.00 PVC 0.00388 0.15 0.19 1520.000 1508.600 1521.200 1509.800 1.20 1.20 0.015 0.024 2.01

4 P!$*% A,*! 4 5 60.00 PVC 0.00388 0.15 0.30 1508.600 1490.800 1509.800 1492.000 1.20 1.20 0.010 0.016 1.95

5 P!$*% A,*! 5 6 60.00 PVC 0.00388 0.15 0.24 1490.800 1476.690 1492.000 1477.890 1.20 1.20 0.011 0.017 1.79

6 P!$*% A,*! 6 7 60.00 PVC 0.00388 0.15 0.29 1476.690 1459.400 1477.890 1460.600 1.20 1.20 0.011 0.018 2.08

7 P!$*% A,*! 7 8 50.00 PVC 0.00388 0.15 0.29 1459.400 1444.850 1460.600 1446.050 1.20 1.20 0.014 0.022 2.37

8 P!$*% A,*! 8 9 60.00 PVC 0.00388 0.15 0.28 1444.850 1427.980 1446.050 1429.180 1.20 1.20 0.017 0.029 2.74

9 P!$*% A,*! 9 10 60.00 PVC 0.00388 0.15 0.22 1427.980 1414.490 1429.180 1415.690 1.20 1.20 0.017 0.029 2.45

10 P!$*% A,*! 10 11 60.00 PVC 0.00388 0.15 0.22 1414.490 1401.480 1415.690 1402.680 1.20 1.20 0.011 0.017 1.72

11 P!$*% A,*! 11 12 60.00 PVC 0.00388 0.15 0.27 1401.480 1385.440 1402.680 1386.640 1.20 1.20 0.014 0.022 2.27

12 C+,%?'+ 12 13 60.00 PVC 0.00388 0.15 0.16 1385.440 1375.730 1386.640 1376.930 1.20 1.20 0.014 0.022 1.77

13 C+,%?'+ 13 14 60.00 PVC 0.00388 0.15 0.26 1375.730 1360.180 1376.930 1361.380 1.20 1.20 0.014 0.022 2.23

14 C+,%?'+ 14 15 60.00 PVC 0.00388 0.15 0.29 1360.180 1343.040 1361.380 1344.240 1.20 1.20 0.014 0.022 2.35

15 C%)*$+ 15 16 60.00 PVC 0.00388 0.15 0.10 1343.040 1337.250 1344.240 1338.450 1.20 1.20 0.014 0.022 1.36

16 C%)*$+ 16 17 35.00 PVC 0.00388 0.15 0.28 1337.250 1327.490 1338.450 1328.690 1.20 1.20 0.014 0.022 2.32

17 C%)*$+ 17 18 21.00 PVC 0.00388 0.15 0.12 1327.490 1325.010 1328.690 1327.810 1.20 2.80 0.014 0.022 1.51

18 P!$*% A,*! 19 20 60.00 PVC 0.00388 0.15 0.14 1426.160 1417.760 1427.360 1418.960 1.20 1.20 0.014 0.022 1.64

19 P!$*% A,*! 20 11 60.00 PVC 0.00388 0.15 0.27 1417.760 1401.480 1418.960 1402.680 1.20 1.20 0.014 0.022 2.29

20 S!,'=! ! D'!(!)*% 21 22 60.00 PVC 0.00388 0.15 0.04 1369.510 1367.280 1370.710 1368.480 1.20 1.20 0.014 0.022 0.85

21 S!,'=! ! D'!(!)*% 22 23 15.00 PVC 0.00388 0.15 0.12 1367.280 1365.550 1368.480 1366.750 1.20 1.20 0.014 0.022 1.49

22 S!,'=! ! D'!(!)*% 23 24 55.00 PVC 0.00388 0.15 0.14 1365.550 1357.620 1366.750 1358.820 1.20 1.20 0.014 0.022 1.67

23 S!,'=! ! D'!(!)*% 24 25 23.00 PVC 0.00388 0.15 0.08 1357.620 1355.730 1358.820 1356.930 1.20 1.20 0.014 0.022 1.26

24 S!,'=! ! D'!(!)*% 25 26 41.00 PVC 0.00388 0.15 0.10 1355.730 1351.450 1356.930 1352.650 1.20 1.20 0.014 0.022 1.4225 S!,'=! ! D'!(!)*% 26 27 60.00 PVC 0.00388 0.15 0.11 1351.450 1345.150 1352.650 1346.350 1.20 1.20 0.014 0.022 1.42

26 S!,'=! ! D'!(!)*% 27 28 20.00 PVC 0.00388 0.15 0.21 1345.150 1340.920 1346.350 1342.420 1.20 1.50 0.014 0.022 2.02

27 C%)*$+ 28 56 60.00 PVC 0.00388 0.15 0.09 1340.920 1335.300 1342.420 1336.500 1.50 1.20 0.014 0.022 1.34

28 C%)*$+ 15 29 40.00 PVC 0.00388 0.15 0.03 1343.040 1342.000 1344.240 1343.200 1.20 1.20 0.014 0.022 0.71

TIRANTE(m)

$m/6

LONGITUDm

CAUDAL(M!/SEG)

DIAMETRO(m)

Sm/m AGUAS

ARRIBAAGUASABAJO

AGUASARRIBA

AGUASABAJO


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Tramo U3-4a4-50

BUZON

MAT.


DEL AL DEL AL

TIRANTE(m)

$m/6

LONGITUDm

CAUDAL(M!/SEG)

DIAMETRO(m)

Sm/m AGUAS

ARRIBAAGUASABAJO

AGUASARRIBA

AGUASABAJO

29 C%)*$+ 29 28 60.00 PVC 0.00388 0.15 0.02 1342.000 1340.920 1343.200 1342.420 1.20 1.50 0.016 0.027 0.66

30 P!$*% A,*! 30 31 60.00 PVC 0.00388 0.15 0.22 1506.660 1493.730 1507.860 1494.930 1.20 1.20 0.014 0.022 2.04

31 P!$*% A,*! 31 32 60.00 PVC 0.00388 0.15 0.08 1493.730 1488.860 1494.930 1490.060 1.20 1.20 0.014 0.022 1.25

32 P!$*% A,*! 32 33 60.00 PVC 0.00388 0.15 0.18 1488.860 1477.890 1490.060 1479.090 1.20 1.20 0.014 0.022 1.88

33 P!$*% A,*! 33 34 40.00 PVC 0.00388 0.15 0.17 1477.890 1471.270 1479.090 1472.470 1.20 1.20 0.014 0.022 1.79

34 P!$*% A,*! 34 35 60.00 PVC 0.00388 0.15 0.13 1471.270 1463.570 1472.470 1464.770 1.20 1.20 0.014 0.022 1.57

35 P!$*% A,*! 35 36 60.00 PVC 0.00388 0.15 0.18 1463.570 1452.570 1464.770 1453.770 1.20 1.20 0.014 0.022 1.88

36 P!$*% A,*! 36 37 50.00 PVC 0.00388 0.15 0.16 1452.570 1444.800 1453.770 1446.000 1.20 1.20 0.014 0.022 1.73

37 P!$*% A,*! 37 38 12.00 PVC 0.00388 0.15 0.14 1444.800 1443.150 1446.000 1444.350 1.20 1.20 0.014 0.022 1.63

38 P!$*% A,*! 38 39 45.00 PVC 0.00388 0.15 0.16 1443.150 1436.070 1444.350 1437.270 1.20 1.20 0.014 0.022 1.74

39 S!,'=! ! D'!(!)*% 39 40 60.00 PVC 0.00388 0.15 0.09 1436.070 1430.800 1437.270 1432.000 1.20 1.20 0.014 0.022 1.30

40 S!,'=! ! D'!(!)*% 40 41 40.00 PVC 0.00388 0.15 0.14 1430.800 1425.340 1432.000 1426.540 1.20 1.20 0.014 0.022 1.62

41 S!,'=! ! D'!(!)*% 41 42 30.00 PVC 0.00388 0.15 0.12 1425.340 1421.600 1426.540 1422.800 1.20 1.20 0.014 0.022 1.55

42 S!,'=! ! D'!(!)*% 42 43 50.00 PVC 0.00388 0.15 0.11 1421.600 1415.970 1422.800 1417.170 1.20 1.20 0.014 0.022 1.47

43 S!,'=! ! D'!(!)*% 43 44 35.00 PVC 0.00388 0.15 0.09 1415.970 1412.660 1417.170 1413.860 1.20 1.20 0.014 0.022 1.35

44 S!,'=! ! D'!(!)*% 44 45 25.00 PVC 0.00388 0.15 0.09 1412.660 1410.300 1413.860 1411.500 1.20 1.20 0.014 0.022 1.35

45 S!,'=! ! D'!(!)*% 45 46 40.00 PVC 0.00388 0.15 0.38 1410.300 1394.920 1411.500 1396.120 1.20 1.20 0.014 0.022 2.72

46 S!,'=! ! D'!(!)*% 46 47 30.00 PVC 0.00388 0.15 0.13 1394.920 1391.120 1396.120 1392.320 1.20 1.20 0.014 0.022 1.56

47 S!,'=! ! D'!(!)*% 47 48 33.00 PVC 0.00388 0.15 0.18 1391.120 1385.280 1392.320 1386.480 1.20 1.20 0.014 0.022 1.85

48 S!,'=! ! D'!(!)*% 48 49 20.00 PVC 0.00388 0.15 0.21 1385.280 1381.120 1386.480 1382.320 1.20 1.20 0.014 0.022 2.00

49 S!,'=! ! D'!(!)*% 49 50 25.00 PVC 0.00388 0.15 0.43 1381.120 1370.390 1382.320 1371.590 1.20 1.20 0.014 0.022 2.87

50 P!$*% "!! #!,'=! ! D'!(!)*% 50 51 60.00 PVC 0.00388 0.15 0.01 1370.390 1369.590 1371.590 1370.790 1.20 1.20 0.022 0.037 0.70

51 P!$*% "!! #!,'=! ! D'!(!)*% 51 52 60.00 PVC 0.00388 0.15 0.25 1369.590 1354.430 1370.790 1355.630 1.20 1.20 0.014 0.022 2.21

52 P!$*% "!! #!,'=! ! D'!(!)*% 52 53 41.00 PVC 0.00388 0.15 0.03 1354.430 1353.250 1355.630 1354.450 1.20 1.20 0.014 0.022 0.7453 P!$*% "!! #!,'=! ! D'!(!)*% 53 54 32.00 PVC 0.00388 0.15 0.09 1353.250 1350.370 1354.450 1351.570 1.20 1.20 0.014 0.022 1.32

54 P!$*% "!! #!,'=! ! D'!(!)*% 54 55 60.00 PVC 0.00388 0.15 0.20 1350.370 1338.410 1351.570 1339.610 1.20 1.20 0.014 0.022 1.96

55 P!$*% "!! #!,'=! ! D'!(!)*% 55 56 16.00 PVC 0.00388 0.15 0.19 1338.410 1335.300 1339.610 1336.500 1.20 1.20 0.014 0.022 1.93

56 P!$*% "!! #!,'=! ! D'!(!)*% 56 57 42.00 PVC 0.00388 0.15 0.10 1335.300 1331.070 1336.500 1332.270 1.20 1.20 0.014 0.022 1.39


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Tramo U3-4a4-50

BUZON

MAT.


DEL AL DEL AL

TIRANTE(m)

$m/6

LONGITUDm

CAUDAL(M!/SEG)

DIAMETRO(m)

Sm/m AGUAS

ARRIBAAGUASABAJO

AGUASARRIBA

AGUASABAJO

57 P!$*% "!! 57 59 43.00 PVC 0.00388 0.15 0.12 1331.070 1325.710 1332.270 1327.210 1.20 1.50 0.014 0.022 1.55

58 P!$*% "!! 58 59 60.00 PVC 0.00388 0.15 0.01 1326.550 1325.710 1327.750 1327.210 1.20 1.50 0.022 0.037 0.71

59 P!$*% "!! 59 18 60.00 PVC 0.00388 0.15 0.01 1325.710 1325.010 1327.210 1327.810 1.50 2.80 0.022 0.037 0.65

60 P!$*% "!! 18 60 47.00 PVC 0.00388 0.20 0.03 1325.010 1323.450 1327.810 1324.650 2.80 1.20 0.018 0.029 0.97

61 P!$*% "!! 60 61 10.00 PVC 0.00388 0.20 0.09 1323.450 1322.560 1324.650 1323.760 1.20 1.20 0.018 0.029 1.59

62 P!$*% "!! 61 62 40.00 PVC 0.00388 0.20 0.07 1322.560 1319.800 1323.760 1321.000 1.20 1.20 0.018 0.029 1.40

63 P!$*% "!! 62 63 60.00 PVC 0.00388 0.20 0.29 1319.800 1302.240 1321.000 1303.440 1.20 1.20 0.018 0.029 2.88

64 P!$*% "!! 63 64 36.00 PVC 0.00388 0.20 0.11 1302.240 1298.220 1303.440 1299.420 1.20 1.20 0.018 0.029 1.78

65 P!$*% "!! 64 65 60.00 PVC 0.00388 0.20 0.09 1298.220 1293.000 1299.420 1294.200 1.20 1.20 0.018 0.029 1.57

66 P!$*% "!! 65 66 60.00 PVC 0.00388 0.20 0.03 1293.000 1291.100 1294.200 1292.300 1.20 1.20 0.018 0.029 0.95

67 P!$*% "!! 66 67 60.00 PVC 0.00388 0.20 0.12 1291.100 1283.640 1292.300 1284.840 1.20 1.20 0.018 0.029 1.87

TOTAL !1"2. #$C 7 +&


7/7

DIAMETROS DEL SISTEMA EMISOR

A &.' D& DEL DIAMETRO

NOMBRE DEL #ROECTO : MEJORAMIENTO DEL SITEMA DE AGUA POTABLE E INSTALACION DEL SISTEMA DE ALCANTARILLADO DE LA LOCALIDAD DE POTRERO GRANDE

UBICACI*N : DISTRITO SAN JOSE DE LOURDES PROVINCIA SAN IGNACIO

NUMERO DE VIVIENDAS 126

HABITANTES POR VIVIENDA PROMEDIO 4.745

POBLACION ACTUAL 598 !"

TASA DE CRECIMIENTO 2.53

PERIODO DE DISEO 20 !+#

POBLACION UTURA

P P+ - 1 $100 /* 985 !"

DOTACION 120 LTHABDIACAUDAL DE AGUAS RESIDUALES

:;$+(. 0.80 P+". D+*.1IMO HORARIO -M3S?/

:(@. +$!$'+ 1.3 2 :;$+(. 0.00285 (3=CAUDAL DE INILTRACION -M3S?/

L+)?'*= *+*!, =% ,! $%= 0.08 (

N(%$+ =% "+)%# =% ,! $%= 2

:'). 20000 ,*F(=! ,+)?*'*= =% ,! $%=

380 ,*")=! "+)%# 0.00003 (3=

CAUDAL DE DISEO 0.00287 (3#

CAUDAL DE DISEO SEGKN NORMA OS.070 0.00287 (3#

VERIICACION DE DIAMETROS - H 34 D /

V!,+$ =% ) 0.013

U,--a0o Ma00-0

: 0.284 =-83/ S0.5 )

V 0.450 =-23/ S0.5 ) V *$!(+ : *$!(+ A (+!=!EMIS R


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Tramo U3-4a4-50

BUZON

MAT.


DEL AL DEL AL

1 EMISOR 13 14 60.00 PVC 0.00287 0.15 0.16 1283.640 1274.060 1 284.840 1275.260 1.20 1.20 0.009 0.014 1.302 EMISOR 14 15 15.00 PVC 0.00287 0.15 0.06 1274.060 1273.200 1275.260 1274.200 1.20 1.00 0.008 0.012 0.71

TOTAL '. #$C 7 +&

TIRANTE(m)

$m/6LONGITUD

mCAUDAL(M!/SEG)

DIAMETRO(m)

Sm/m AGUAS

ARRIBAAGUASABAJO

AGUASARRIBA

AGUASABAJO

Calculo Hidráulico Alcantarillado (Ok)

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Transcript of Calculo Hidráulico Alcantarillado (Ok)