Calculo Red de Desague Fuerza Tractiva

7/25/2019 Calculo Red de Desague Fuerza Tractiva

1/13

CALCULO HIDRAULICO CENTRO POBL

PROYECTO: AMPLIACION Y MEJORAMIENTO DE LA RED DE DESAGUE EN EL CENTRO POBLADO DE TUCO, D

Tramo Caudal Bu!" D#$m%&ro P%"d#%"&% P%"d#%"&% P%"d#

)m+ )l*.%/+ )m."m+ )mm+ )m*m+ M#"#ma 01

H%(2o 'or : SUB GERENC IA D E ESTU DIOS - E3UIPO TEC NIC O

TRAMO I

14-15 105.55 0.3966 1 3672.28 200.0 0.0027 8.49 2.6

2 3672.00

15-19 76.58 0.6843 2 3672.00 200.0 0.0048 6.57 4.8

3 3671.63

19-17 33.42 0.8098 3 3671.63 200.0 0.0105 6.07 10.4

4 3671.28

17-1; 29.68 0.9213 4 3671.28 200.0 0.0077 5.72 7.7

5 3671.05

1;-1 25.93 1.0188 5 3671.05 200.0 0.0112 5.45 11.

6 3670.76

1-18 37.27 1.1588 6 3670.76 200.0 0.0142 5.13 14.

7 3670.23

18-1< 89.54 1.4952 7 3670.23 200.0 0.1093 4.55 109

8 3660.441


2/13

CALCULO DE CAUDALES

PROYECTO:

ENTIDAD: MUNICIPALIDAD DISTRITAL DE ANCHONGA

RESPONSABLE: SUB GERENCIA DE ESTUDIOS - E3UIPO TECNICODEPARTAMENTO: HANCA!ELICA PRO!INCIA: AN"ARAES

DISTRITO: ANCHON"A L"AR: C.P. DE TCO

#ECHA: SETIEMBRE DEL 2012

D$%&'()* +,%--/ 150

P$,&'()* A$ 2012 756

1009

C&/&, D($

L$*(%/ T$%&, +% 3660.67

C&/&, & $&($ +,%- 1.75

C&/&, / /($ +,%- 3.50

C&/&, / I*,(%&'()* 0.0028

C&/&, * &'& 0.00375706

+,%--%

TRAMO I

1 2 105.55 0.39656 0.39656

2 3 76.58 0.28772 0.68427

3 4 33.42 0.12556 0.80983

4 5 29.68 0.11151 0.92134

5 6 25.93 0.09742 1.01876

6 7 37.27 0.14003 1.15879

7 8 89.54 0.33641 1.49520

8 9 89.54 0.33641 1.83160

9 10 60.16 0.22602 2.05763

10 PT ; 01 80.00 0.30056 2.35819

11 13 55.06 0.20686 0.20686

12 13 55.40 0.20814 0.20814

13 15 53.94 0.20266 0.61766

AMPLIACION Y MEJORAMIENTO DE LA RED DE DESAGUE EN EL CENTROPOBLADO DE TUCO, DISTRITO DE ANCHONGA - ANGARAES -

HUANCAVELICA

P$,&'()* A$ 2027+ M%$/$ "$%('$

2.5C&/&,P$/($

Bu!" d%E"&rada

Bu!" d%Ll%/ada

Lo"/#&ud)m&.+

Caudal)l&.*.%/+

Caudal To&al)l&.*.%/+


3/13

CALCULO DE CAUDALES

PROYECTO:






HUANCAVELICA

TRAMO II

14 15 67.58 0.25390 0.25390

15 16 55.80 0.20964 1.08121

16 17 16.31 0.06128 1.14248

17 18 67.17 0.25236 1.39485

18 19 36.42 0.13683 1.53168

19 20 64.62 0.24278 1.77446

20 21 43.29 0.16264 1.93710

21 22 28.77 0.10809 2.04519

22 23 10.00 0.03757 2.08276

23 24 37.48 0.14081 2.22358

24 PT;01 33.67 0.12650 2.35008

27 28 42.80 0.16080 0.16080

28 29 25.01 0.09396 0.17437

29 30 16.50 0.06199 0.23636

30 32 13.25 0.04978 0.28614

28 32 32.68 0.12278 0.20318

31 32 50.11 0.18827 0.18827

32 33 27.24 0.10234 0.77993

26 33 44.38 0.16674 0.16674

25 33 95.39 0.35839 0.35839

33 34 93.29 0.35050 1.65555

34 36 93.34 0.35068 2.00623

35 36 50.49 0.18969 0.18969

36 40 80.47 0.30233 2.49826

37 38 32.38 0.12165 0.12165

38 39 36.81 0.13830 0.25995


4/13


5/13

CALCULO DE CAUDALES

PROYECTO:






HUANCAVELICA

64 PT;02 61.99 0.23290 2.45682


6/13

CALCULO DE CAUDALESH%(2o 'or: I"/, Jo"a&2a" Ca.&a?%da Cald%r!"

4

D$%&'()* +,%--/ 160

C&/&, D($

CALLE 14

01 02 1 1.50000 1.50000

02 03 1 0.00463 1.50463

03 04 0 0.00000 1.50463

04 05 0 0.00000 1.50463

05 06 0 0.00000 1.50463

06 07 1 0.00463 1.50926

07 08 0 0.00000 1.50926

08 09 2 0.00926 1.51852

09 N1 1 0.00463 1.52315

N1 10 2 0.00926 1.53241

10 11 3 0.01389 1.54630

11 81 2 0.00926 1.55556

CALLE 15

16 17 5 1.50000 1.50000

17 18 2 0.00926 1.50926

18 19 1 0.00463 1.51389

19 20 1 0.00463 1.51852

20 78 1 0.00463 1.52315

PSJE 14

13 14 2 1.50000 1.50000

14 79 3 0.01389 1.51389

CALLE 19-14

21 22 2 1.50000 1.50000

22 23 2 0.00926 1.50926

N(>(*/&

2.5C&/&,P$/($

Bu!" d%

E"&rada

Bu!" d%

Ll%/ada

Lo"/#&ud

)m&.+

Caudal

)l&.*.%/+

Caudal To&al

)l&.*.%/+


7/13

CALCULO DE CAUDALES

H%(2o 'or: I"/, Jo"a&2a" Ca.&a?%da Cald%r!"

4

D$%&'()* +,%--/ 160

C&/&, D($

N(>(*/&

2.5C&/&,P$/($

Bu!" d%E"&rada

Bu!" d%Ll%/ada

Lo"/#&ud)m&.+

Caudal)l&.*.%/+


CALLE 19-15

78 27 2 1.50000 1.50000

27 26 2 0.00926 1.50926

26 23 3 0.01389 3.02778

PSJE 15

24 25 2 1.50000 1.50000

25 26 1 0.00463 1.50463

CALLE 17

23 N2 2 0.00926 4.54630

N2 28 1 0.00463 4.55093

28 29 1 0.00463 4.55556

29 30 0 0.00000 4.55556

CALLE 1;

81 30 1 1.50000 1.50000

30 31 0 0.00000 6.05556

31 32 3 0.01389 6.06944

32 33 1 0.00463 6.07407

33 34 0 0.00000 6.07407

34 35 0 0.00000 6.07407

35 36 1 0.00463 6.07870

36 85 1 0.00463 6.08333

PSJE 1938 83 2 1.50000 1.50000


8/13


4

D$%&'()* +,%--/ 160

C&/&, D($

N(>(*/&

2.5C&/&,P$/($

Bu!" d%

E"&rada

Bu!" d%

Ll%/ada

Lo"/#&ud

)m&.+

Caudal

)l&.*.%/+

Caudal To&al

)l&.*.%/+

CALLE 1-14

83 N3 1 1.50000 1.50000

N3 41 5 0.02315 1.52315

41 40 3 0.01389 1.53704

CALLE 1@1539 40 2 1.50000 1.50000

CALLE 18

86 74 1 1.50000 1.50000

74 44 3 0.01389 1.51389

PSJE 17

74 75 6 1.50000 1.50000

75 76 5 0.02315 1.52315

76 77 4 0.01852 1.54167

77 89 0 0.00000 1.54167

CALLE 1(*/&

2.5C&/&,P$/($

Bu!" d%E"&rada

Bu!" d%Ll%/ada

Lo"/#&ud)m&.+

Caudal)l&.*.%/+


CALLE 41-1456 55 1 1.50000 1.50000

CALLE 41@15

56 57 1 1.50000 1.50000

57 58 2 0.00926 1.50926

PSJE 1;

50 51 1 1.50000 1.50000

51 52 2 0.00926 1.50926

52 53 2 0.00926 1.51852

53 54 0 0.00000 1.51852

54 58 0 0.00000 1.51852

CALLE 45

54 71 2 1.50000 1.50000

71 72 2 0.00926 1.50926

72 73 1 0.00463 1.51389

73 46 1 0.00463 1.51852

46 90 6 0.02778 6.18981

PSJE 1

58 67 1 0.00463 3.03241

67 68 3 0.01389 3.04630

68 69 1 0.00463 3.05093

69 70 4 0.01852 3.06944

70 94 2 0.00926 3.07870


10/13


4

D$%&'()* +,%--/ 160

C&/&, D($

N(>(*/&

2.5C&/&,P$/($

Bu!" d%

E"&rada

Bu!" d%

Ll%/ada

Lo"/#&ud

)m&.+

Caudal

)l&.*.%/+

Caudal To&al

)l&.*.%/+

CALLE 44

59 60 2 0.00926 1.57407

60 55 2 0.00926 1.58333

55 N4 4 0.01852 3.10185

N4 61 1 0.00463 3.10648

61 62 1 0.00463 3.11111

62 63 2 0.00926 3.12037

63 64 2 0.00926 3.12963

64 65 0 0.00000 3.12963

65 66 1 0.00463 3.13426

66 97 2 0.00926 3.14352

PSJE 1865 95 3 1.50000 1.50000

CALLE 49

78 79 2 0.00926 1.53241

79 80 1 0.00463 3.05093

80 81 0 0.00000 3.05093

81 82 1 0.00463 4.61111

82 83 3 0.01389 4.62500

83 84 3 0.01389 6.13889

84 85 1 0.00463 6.14352

85 86 0 0.00000 12.22685

86 87 8 0.03704 12.26389


11/13


4

D$%&'()* +,%--/ 160

C&/&, D($

N(>(*/&

2.5C&/&,P$/($

Bu!" d%E"&rada

Bu!" d%Ll%/ada

Lo"/#&ud)m&.+

Caudal)l&.*.%/+


87 88 11 0.05093 12.31481


12/13


4

D$%&'()* +,%--/ 160

C&/&, D($

N(>(*/&

2.5C&/&,P$/($

Bu!" d%

E"&rada

Bu!" d%

Ll%/ada

Lo"/#&ud

)m&.+

Caudal

)l&.*.%/+

Caudal To&al

)l&.*.%/+

CALLE 47

88 89 4 0.01852 12.33333

89 90 4 0.01852 13.89352

90 91 0 0.00000 20.08333

91 92 5 0.02315 20.10648

92 93 3 0.01389 20.12037

93 94 3 0.01389 20.13426

94 95 2 0.00926 23.22222

95 96 2 0.00926 24.73148

96 N5 1 0.00463 24.73611

N5 97 5 0.02315 24.75926

97 98 0 0.00000 27.90278

98 99 0 0.00000 27.90278

99 100 0 0.00000 27.90278

100 101 0 0.00000 27.90278

101 102 0 0.00000 27.90278

102 103 0 0.00000 27.90278

103 104 0 0.00000 27.90278

104 105 0 0.00000 27.90278

105 106 0 0.00000 27.90278

106 107 0 0.00000 27.90278


13/13

CALCULO DE CAUDALES

H%(2o 'or: I"/, Jo"a&2a" Ca.&a?%da Cald%r!"

4

D$%&'()* +,%--/ 160

C&/&, D($

N(>(*/&

2.5C&/&,P$/($

Bu!" d%E"&rada

Bu!" d%Ll%/ada

Lo"/#&ud)m&.+

Caudal)l&.*.%/+


EMISOR

107 108 0 0.00000 27.90278

108 109 0 0.00000 27.90278

109 110 0 0.00000 27.90278

110 111 0 0.00000 27.90278

111 112 0 0.00000 27.90278

112 113 0 0.00000 27.90278

113 114 0 0.00000 27.90278

114 115 0 0.00000 27.90278

115 117 0 0.00000 27.90278

117 118 0 0.00000 27.90278

118 119 0 0.00000 27.90278

119 120 0 0.00000 27.90278

120 N6 0 0.00000 27.90278

N6 121 0 0.00000 27.90278

121 122 0 0.00000 27.90278

122 123 0 0.00000 27.90278

123 124 0 0.00000 27.90278

124 125 0 0.00000 27.90278

Calculo Red de Desague Fuerza Tractiva

Documents

Transcript of Calculo Red de Desague Fuerza Tractiva