Hoja de Calculo Agua Por Gravedad

8/20/2019 Hoja de Calculo Agua Por Gravedad

1/15

DISEÑO HIDAULICO TUBERIA DE CONDUCCION

PARAMETROS DE DISEÑO NACIMIENTO CHIALLI

POBLACION

VIVIENDAS 281.00 UNIDADESCUELA 1.00 UNIDADIGLESIA 1.00 UNIDADHABITANTES 1405 HAB.DOTACION 85.00 L/HAB/DIAPERIODO DE DISEÑO 20.00 AÑOS

TASA POBLACIONAL 2.67 %POBLACION UTURA 2!7".00 HAB. 475.8CAUDAL MEDIO 2.!4 L/SACTOR MA#IMO DIARIO 1.50

CAUDAL MA#IMO DIARIO !.51 L/SACTOR MA#IMO HORARIO 2.00CAUDAL MA#IMO HORARIO 4.68 L/S

$ 0.15 &'()N 28!.00 N(. V*+.

CAUDAL INSTANTANEO 6.50 L/SCAUDAL POR VIVIENDA 0.02! L/S

DISEÑO HIDAULICO TUBERIA DE CONDUCCION

PARAMETROS DE DISEÑO NACIMIENTO LAS LORES

POBLACION

VIVIENDAS 174.00 UNIDAD 455.00ESCUELA 0.00 UNIDADIGLESIA 0.00 UNIDADHABITANTES 870 HAB. 2275DOTACION 85.00 L/HAB/DIAPERIODO DE DISEÑO 20.00 AÑOS

TASA POBLACIONAL 2.67 %POBLACION UTURA 147!.00 HAB. 2"4.6 !852.00CAUDAL MEDIO 1.45 L/SACTOR MA#IMO DIARIO 1.50CAUDAL MA#IMO DIARIO 2.17 L/SACTOR MA#IMO HORARIO 2.00CAUDAL MA#IMO HORARIO 2."0 L/S

$ 0.15 &'()N 174.00 N(. V*+.

CAUDAL INSTANTANEO 5.0" L/SCAUDAL POR VIVIENDA 0.02" L/S


2/15

0.01665802


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CALCULO LINEA DE CONDU

Tramo Cota terreno Long. Ø

De A Inicio Final m plg

1 71 1661.00 1645.57 1268.96 2.79



1 71 1661.00 1645.57 1268.96 2.50



1 71 1661.00 1645.57 1268.96 4.00

TRAMO LONGITUD PERDIDAS72!.40 , H-2 14.22 ,60".01 , H-1 1.21 ,

H '(' 15.4! ,

CALCULO LINEA DE CONDUC



1 68 1820.00 1784.21 849.48 2.50

68 284 1784.21 1623.48 3935.07 1.74



68 284 1784.21 1623.48 3935.07 1.50



68 284 1784.21 1623.48 3935.07 2.00

TRAMO LONGITUD PERDIDAS1277.66 , H-2 122.1" ,2854.16 , H-1 67.24 ,

H- '(' 18".4! ,

L2 2 1/23L1 43

L2 1 1/23L1 23


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CIÓN CHIALLÍ

Q Hf Vel. Canti. Presión

l/s m m/s Tuos Traa!o

3.54 15.43 0.90 223 160



3.54 26.19 1.12 223 160



3.54 2.65 0.44 223 160

IÓN LAS FLORES



2.17 7.09 0.69 149 160

2.17 189.43 1.41 689 160



2.17 395.15 1.90 689 160



2.17 97.34 1.07 689 160


5/15

15.4!

1"6.52

S (' '**) 9 439:*9( '((;)


6/15

DISEÑO LINEA DE CONDUCCIÓN POR G

Tramo Cota terreno Long. Ø Ø interno Q

De A Inicio Final m plg plg l/s1 5 1661 1658.53 41.67 4 4.154 3.54

5 9 1658.53 1652.44 98.7 4 4.154 3.54

9 12 1652.44 1646.99 94.25 4 4.154 3.54

12 15 1646.99 1647.62 71.97 4 4.154 3.54

15 17 1647.62 1650.26 62.8 4 4.154 3.54

17 19 1650.26 1654.38 61.02 4 4.154 3.54

19 20 1654.38 1655.94 37.85 4 4.154 3.54

20 22 1655.94 1659.39 40.5 4 4.154 3.54

22 24 1659.39 1655.53 45.12 4 4.154 3.54

24 25 1655.53 1651.08 15.35 4 4.154 3.54

25 26 1651.08 1653.82 9.11 4 4.154 3.54

26 28 1653.82 1650.66 19.94 4 4.154 3.54

28 30 1650.66 1654.66 36.8 2.5 2.655 3.54

30 33 1654.66 1655.43 58.37 2.5 2.655 3.54

33 34 1655.43 1656.4 23.37 2.5 2.655 3.54

34 36 1656.4 1650.96 34.02 2.5 2.655 3.54

36 37 1650.96 1649.97 24.55 2.5 2.655 3.54

37 39 1649.97 1646.86 41.35 2.5 2.655 3.54

39 40 1646.86 1647.81 16.9 2.5 2.655 3.54

40 41 1647.81 1645.78 6.17 2.5 2.655 3.54

41 45 1645.78 1642.53 58.11 2.5 2.655 3.54

45 46 1542.53 1644.93 17.87 2.5 2.655 3.54

46 47 1644.93 1641.9 12.93 2.5 2.655 3.54

47 49 1641.9 1643.74 22.63 2.5 2.655 3.54

49 52 1643.74 1644.72 48.82 2.5 2.655 3.54

52 54 1644.72 1646.67 38.21 2.5 2.655 3.54

54 57 1646.67 1640.81 49.06 2.5 2.655 3.54

57 60 1640.81 1647.07 38.91 2.5 2.655 3.54

60 62 1647.07 1644.97 25.67 2.5 2.655 3.54

62 64 1644.97 1639.36 32.21 2.5 2.655 3.54

64 67 1639.36 1641.51 31.88 2.5 2.655 3.54

67 68 1641.51 1640.19 15.52 2.5 2.655 3.54

68 69 1640.19 1642.33 17.33 2.5 2.655 3.54

69 71 1642.33 1645.57 20 2.5 2.655 3.54


7/15

Presión

Traa!o

160160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160


8/15

DISEÑO LINE

Tramo Cota terreno Long.

#o. Vi$ien%as

Q$ Q%

De A Inicio Final m l/s l/s

71 76 1645.57 1645.13 75.75 283 0.0230 6.50

76 80 1645.13 1640.15 94.93 283 0.0230 6.50

80 81 1640.15 1629.79 75.77 283 0.0230 6.50

81 82 1629.79 1625.13 39.83 283 0.0230 6.50

82 83 1625.13 1612.10 65.96 283 0.0230 6.50

83 84 1612.10 1598.08 83.55 283 0.0230 6.50

84 86 1598.08 1582.20 81.73 283 0.0230 6.50

86 88 1582.20 1572.32 77.62 79 0.0230 1.82

88 90 1572.32 1558.14 81.43 73 0.0230 1.68

90 94 1558.14 1536.16 120.55 60 0.0230 1.38

94 97 1536.16 1518.09 128.51 52 0.0230 1.20

97 100 1518.09 1505.09 88.54 43 0.0230 0.99

100 105 1505.09 1474.29 210.62 28 0.0230 0.64

105 354 1474.29 1475.78 57.87 28 0.0230 0.64

354 360 1475.78 1469.58 269.38 28 0.0230 0.64

360 363 1469.58 1474.88 155.93 24 0.0230 0.55

363 364 1474.88 1474.02 63.80 20 0.0230 0.46

364 366 1474.02 1472.04 102.03 10 0.0230 0.23

366 368 1472.04 1472.16 72.27 1 0.0230 0.02

86 108 1582.20 1568.15 90.04 204 0.0230 4.69

108 112 1568.15 1555.34 161.97 195 0.0230 4.48

112 181 1555.34 1535.10 251.96 13 0.0230 0.30

112 174 1555.34 1535.13 134.86 25 0.0230 0.57

112 119 1555.34 1522.12 193.98 157 0.0230 3.61

119 169 1522.12 1519.17 42.61 12 0.0230 0.28

119 120 1522.12 1515.32 41.45 124 0.0230 2.85

120 184 1515.32 1514.12 62.07 8 0.0230 0.18

120 122 1515.32 1508.23 46.40 110 0.0230 2.53

122 128 1508.23 1493.18 142.20 30 0.0230 0.69128 129 1493.18 1491.09 40.00 4 0.0230 0.09

128 131 1493.18 1495.01 30.53 12 0.0230 0.28

131 132 1495.01 1495.06 12.10 2 0.0230 0.05

131 154 1495.01 1479.16 80.55 4 0.0230 0.09

122 136 1508.23 1504.14 44.83 80 0.0230 1.84

136 141 1504.14 1514.33 69.41 7 0.0230 0.16

136 135 1504.14 1492.08 51.15 73 0.0230 1.68

135 159 1492.08 1485.12 126.20 16 0.0230 0.37

135 146 1492.08 1483.62 47.89 51 0.0230 1.17

146 162 1483.62 1493.19 49.48 7 0.0230 0.16

146 153 1483.62 1475.54 208.77 29 0.0230 0.67

146 167 1483.62 1473.06 103.00 4 0.0230 0.09


9/15

DISEÑO LINEA DE CONDUCCIÓN POR GRA

Tramo Cota terreno Long. Ø Ø interno Q

De A Inicio Final m plg plg l

1 4 1820 1818.72 133.88 2.5 2.655 2

4 9 1818.72 1802.18 83.46 2.5 2.655 2

9 14 1802.18 1792.11 65.13 2.5 2.655 2

14 21 1792.11 1778.3 96.09 2.5 2.655 2

21 25 1778.3 1766.43 91.65 2.5 2.655 2

25 32 1766.43 1746.97 184.21 2.5 2.655 2

32 40 1746.97 1761.69 94.45 2.5 2.655 2

40 46 1761.69 1777.44 100.61 2.5 2.655 2

46 50 1777.44 1768.09 57.4 2 2.193 2

50 52 1768.09 1771.61 28.92 2 2.193 2

52 58 1771.61 1768.06 97.19 2 2.193 2

58 68 1768.06 1784.21 184.95 2 2.193 2

68 73 1784.21 1774.49 71.49 2 2.193 2

73 77 1774.49 1769.02 70.85 2 2.193 2

77 82 1769.02 1776.67 96.96 2 2.193 2

82 88 1776.67 1764.38 72.49 2 2.193 2

88 96 1764.38 1774.74 139.97 2 2.193 2

96 102 1774.74 1780.05 126.49 2 2.193 2

102 107 1780.05 1776.33 110.83 2 2.193 2

107 117 1776.33 1768.53 166.26 2 2.193 2

117 123 #REF! 1756.28 112.67 2 2.193 2

123 129 1756.28 1741.21 91.34 2 2.193 2

129 133 1741.21 1720.4 112.41 2 2.193 2

133 140 1720.4 1700.43 121.04 2 2.193 2

140 146 1700.43 1681.92 51.76 2 2.193 2

146 153 1681.92 1653.47 82.23 2 2.193 2

153 164 1653.47 1671.63 169.88 2 2.193 2

164 171 1671.63 1654.45 108.12 2 2.193 2

171 180 1654.45 1634.69 96.94 2 2.193 2

180 186 1634.69 1645.52 48.26 2 2.193 2

186 191 1645.52 1649.73 96.46 2 2.193 2

191 196 1649.73 1652.1 89.31 2 2.193 2

196 201 1652.1 1657.57 63.41 2 2.193 2

201 205 1657.57 1648.5 107.6 2 2.193 2

205 208 1648.5 1643.25 98.85 2 2.193 2

208 213 1643.25 1645.44 107.99 2 2.193 2

213 219 1645.44 1640.79 157 1.5 1.754 2

219 225 1640.79 1630.39 94.39 1.5 1.754 2

225 232 1630.39 1615.51 119.82 1.5 1.754 2

232 237 1615.51 1605.5 96.03 1.5 1.754 2

237 242 1605.5 1594.19 105.24 1.5 1.754 2

242 251 1594.19 1570.93 105.26 1.5 1.754 2

251 258 1570.93 1555.27 106.34 1.5 1.754 2

258 264 1555.27 1571.94 99.98 1.5 1.754 2

264 272 1571.94 1597.06 85.79 1.5 1.754 2

272 278 1597.06 1610.05 79.51 1.5 1.754 2


10/15

278 284 1610.05 1623.48 98.94 1.5 1.754 2


11/15

DISE O LINEA DE D

Tramo Cota terreno Long.

#o. Vi$ien%as

Q$ Q%

De A Inicio Final m l/s l/s

284 292 1624.52 1585.36 219.37 174 0.0293 5.09

292 301 1585.36 1607.14 246.67 20 0.0293 0.59

292 305 1585.36 1547.26 191.92 116 0.0293 3.40

305 352 1547.26 1509.26 211.07 28 0.0293 0.82

305 315 1547.26 1535.08 371.15 95 0.0293 2.78

315 322 1535.08 1512.12 84.47 7 0.0293 0.20

315 324 1535.08 1504.22 164.81 51 0.0293 1.49

324 338 1504.22 1492.14 523.23 22 0.0293 0.64

338 339 1492.14 1491.19 66.83 4 0.0293 0.12

338 341 1492.14 1486.21 156.29 7 0.0293 0.20

338 342 1492.14 1490.17 36.47 11 0.0293 0.32 342 344 1490.17 1484.97 81.45 6 0.0293 0.18

342 346 1490.17 1486.10 73.50 5 0.0293 0.15


12/15

P. ". P. D. Canti.

m m Tuos

39.16 30.71 39 17.38 6.84 44

77.26 56.36 34

115.26 70.35 37

89.44 54.70 65

112.40 56.04 15

120.30 66.38 29

132.38 65.61 92

133.33 65.72 12

138.31 65.99 28

134.35 64.59 7

139.55 67.61 15

138.42 67.26 13


13/15

SECCIONDIMENSIONES AREA PESO VOL. PESO WR BRAZO MOMENTO

(m) (kg/m) (kg) (m) M (kg ! m)1 0.7 1."5 0.6825 2700 1842.75 0.47 85"."52 0.! 1."5 0.585 2700 157".5 0.85 1!42.58! 1.5 0.! 0.45 2700 1215 0.75 "11.25

> 46!7.25 > !11!.78

(m")


14/15

"&T'DI( A)*I"#TAL PA+A "L DI&",( D" &I&T")A D" A*A&T"C

*I(TIC( -"(&F"+IC(

Fauna terrestre "rosión "staili%a% &ismici%a%

Captación Tipica 5 ca!a rompe presión

6 6 6 7 8 7 7

#DPeLV #DTL+ #DPeLV #DTL+ PDTL+ #DTL+ #

8 8 8 6 6 7

Tan;ue %e %istriución 8< m8

6 6 6 7 8 7 7

#DPeLV #DTL+ #DPeLV #DTL+ PDTL+ #DTL+ #

8 8 8 6 6 7

Ca!a %e =ipoclora%or

6 7 7 7

#DTL+ #DTL+ #DTL+ #DTL+

8 6 6 6

Val$ulas %e a>re

6 6

#DTL+ #

8

Tuer>a %e con%ucción

6 6 6 7 7

#DTL+ #DTL+ #DPeL+ #DTL+ #

6 6 8 6

Cone?iones %omiciliares

6 6 6 7 7


6 6 8 6

Ca!a %e $al$ula %e limpie@a6 8 6 7 7 7

#DTL+ #DTL+ #DPeL+ #DTL+ #DTL+ #

8 9 8 6 6

Tueria %e %istriución

6 6 6 7 7


8 8 8 7

CA+ACT"+I&TICA& C'ALITATIVA& &I)*(L( &I-#IFICAD(

#aturale@a # P negati$o positi$o

Acción D I %irecto in%irecto

Duración T Pe Temporal Permanen

Influencia L " Local "?tensi$o

+e$ersiili%a% + V +e$ersile Irre$ersi

C()P(#"#T"& A)*I"#TAL"&

Vegetaciónterrestres

Cali%a% %esuelo

Car%

ETAPAS


15/15

" ALTA V"+APA3.

C'LT'+AL

)A#(& 2 &"+VICI(&

"%ucación Vi$ien%a

7 7

PDTL+ #DTL+

7 7

7 7

PDTL+ #DTL+

7 7

8 8

PDPeL+ PDPeL+

9 9

6

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6

6 8

PDTL+ PDTL+

8 :

6 8

PDTL+ PDTL+

8 :

6 8

PDTL+ PDTL+

8 :

Hoja de Calculo Agua Por Gravedad

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