gradient e 2

8/16/2019 Gradient e 2

1/5

Proyecyo: Sistema de Riego Khasu

DISE O DE LA LINEA DE ADUCCION RIEGO KHASU(Comunidad Khasu Municipio de Juan Jose e!e" # Depa!$amen$o

T r a m o Nodo

D e s n i v e l [ m ]

C a u d a l [ l t / s e g ]

De A

OT1 ### 0.6 ### 0.00 0.00 ##

A1 OT1 A1 ### 0.6 ### 41.18 41.18 5.10 5.10 ### Tub. PVC 140 4.0 15.46 0.64 0.64 ##A2 A1 A2 ### 0.6 ### 47.38 88.56 5. 11.0 ### Tub. PVC 140 4.0 15.46 0.73 1.37 ##

A3 A2 A3 ### 0.6 ### 47.14 135.70 8.78 1.87 ### Tub. PVC 140 4.0 15.46 0.73 2.10 ##

A4 A3 A4 ### 0.6 ### 63.06 18.76 7.03 26.1 ### Tub. PVC 140 4.0 15.46 0.7 3.07 ##

A5 A4 A5 ### 0.6 ### 114.63 313.3 10.24 37.15 ### Tub. PVC 140 4.0 15.46 1.77 4.84 ##

A6 A5 A6 ### 0.6 ### 82.03 35.42 2.33 3.48 ### Tub. PVC 140 4.0 15.46 1.27 6.11 ##

A7 A6 A7 ### 0.6 ### 53.55 448.7 7.32 46.7 ### Tub. PVC 140 4.0 15.46 0.83 6.4 ##

A8 A7 A8 ### 0.6 ### 77.64 526.61 18.64 65.43 ### Tub. PVC 140 4.0 15.46 1.20 8.14 ##

A9 A8 A ### 0.6 ### 72.11 58.72 0.78 66.20 ### Tub. PVC 140 4.0 15.46 1.11 .26 ##

A10 A A10 ### 0.6 ### 73.47 672.1 4.2 70.50 ### Tub. PVC 140 4.0 15.46 1.14 10.3 ##

A11 A10 A11 ### 0.6 ### 60.61 732.80 3. 3. ### Tub. PVC 140 4.0 15.46 0.4 11.33 ##

A12 A11 A12 ### 0.6 ### 67.44 800.24 3.26 7.25 ### Tub. PVC 140 4.0 15.46 1.04 12.37 ##

A13 A12 A13 ### 0.6 ### 63.83 864.07 2.3 10.1 ### Tub. PVC 140 4.0 15.46 0. 13.36 ##

A14 A13 A14 ### 0.6 ### 53.26 17.33 .35 1.54 ### Tub. PVC 140 4.0 15.46 0.82 14.18 ##A15 A14 A15 ### 0.6 ### 54.54 71.87 4.37 23.1 ### Tub. PVC 140 4.0 15.46 0.84 15.02 ##

A16 A15 A16 ### 0.6 ### 42.21 ### 12.24 36.14 ### Tub. PVC 140 4.0 15.46 0.65 15.68 ##3'211.75 ### ### ##

A17 A16 A17 ### 0.6 ### 47.8 ### 8.12 44.26 ### Tub. PVC 140 4.0 15.46 0.74 0.74 ##

A18 A17 A18 ### 0.6 ### 61.04 ### 26.44 70.70 ### Tub. PVC 140 4.0 15.46 0.4 1.6 ##

A19 A18 A1 ### 0.6 ### 56.08 ### 26.24 6.4 ### Tub. PVC 140 4.0 15.46 0.87 2.55 ##

A20 A1 A20 ### 0.6 ### 55.20 ### 27.83 124.78 ### Tub. PVC 140 4.0 15.46 0.85 3.41 ##3'123.12 ### ### ##

A21 A20 A21 ### 0.6 ### 63.23 ### 27.34 152.11 ### Tub. PVC 140 4.0 15.46 0.8 0.8 ##

A22 A21 A22 ### 0.6 ### 61.24 ### .13 161.24 ### Tub. PVC 140 4.0 15.46 0.5 1.2 ##

A23 A22 A23 ### 0.6 ### 5.10 ### 5.4 166.73 ### Tub. PVC 140 4.0 15.46 0.1 2.84 ##

A24 A23 A24 ### 0.6 ### 73.45 ### 28.84 15.57 ### Tub. PVC 140 4.0 15.46 1.14 3.7 ##

A25 A24 A25 ### 0.6 ### 63.08 ### 34.27 22.84 ### Tub. PVC 140 4.0 15.46 0.8 4.5 ##

A26 A25 A26 ### 0.6 ### 12.00 ### 2.86 232.6 ### Tub. () 100 4.0 28.81 0.35 5.2 ##

3'015.20 ### ### ##

A27 A26 A27 ### 0.6 ### 44.24 ### 22.58 255.27 ### Tub. PVC 140 4.0 15.46 0.68 0.68 ##

A28 A27 A28 ### 0.6 ### 41.37 ### 11.48 266.75 ### Tub. PVC 140 4.0 15.46 0.64 1.32 ##

A29 A28 A2 ### 0.6 ### 28.00 ### 13.15 27.0 ### Tub. PVC 140 4.0 15.46 0.43 1.76 ##

A30 A2 A30 ### 0.6 ### 28.35 ### 16.38 26.28 ### Tub. PVC 140 4.0 15.46 0.44 2.1 ##

A31 A30 A31 ### 0.6 ### 10.00 ### 3.44 2.72 ### Tub. () 100 4.0 28.81 0.2 2.48 ##

A32 A31 A32 ### 0.6 ### 2.50 ### 5.60 305.31 ### Tub. PVC 140 4.0 15.46 0.46 2.4 ##

A33 A32 A33 ### 0.6 ### 33.16 ### 16.02 321.33 ### Tub. PVC 140 4.0 15.46 0.51 3.45 ##

A34 A33 A34 ### 0.6 ### 31. ### 8.4 32.82 ### Tub. PVC 140 4.0 15.46 0.4 3.5 ##

A35 A34 A35 ### 0.6 ### 23.12 ### 0.74 330.56 ### Tub. PVC 140 4.0 15.46 0.36 4.30 ##

A36 A35 A36 ### 0.6 ### 35.58 ### 1.55 332.11 ### Tub. PVC 140 4.0 15.46 0.55 4.85 ##

A37 A36 A37 ### 0.6 ### 33.48 ### 4.12 336.22 ### Tub. PVC 140 4.0 15.46 0.52 5.37 ##

A38 A37 A38 ### 0.6 ### 34.10 ### 2.8 33.11 ### Tub. PVC 140 4.0 15.46 0.53 5.0 ##A39 A38 A3 ### 0.6 ### 28.5 ### 0.56 33.67 ### Tub. PVC 140 4.0 15.46 0.45 6.35 ##

E l e v a c i ó n

T e r r e n o

[ m . s . n . m . ]

C o t a T e n d i d o

d e T u b e r í a

[ m . s . n . m . ]

o n g i t u d d e l

T r a m o [ m ]

o n g i t u d

A c u m u l a d a [ m ]

D e s n i v e l

A c u m u l a d o [ m ]

!aterial ó Ti"o

deConduc

to C o e # i c i e n t e d e

$ u g o s i d a d C

D i % m e t r o

A d o " t a d o [ " l g ]

& ' r d i d a d e

C a r g a ( n i t a r i a

[ m / ) m ]

& ' r d i d a d e

C a r g a " o r

t r a m o [ m ]

& ' r d i d a d e

C a r g a


C o t a

& i e * o m ' t r i c a


2/5


DISE O DE LA LINEA DE ADUCCION RIEGO KHASU(Comunidad Khasu Municipio de Juan Jose e!e" # Depa!$amen$o L

T r a m o Nodo



De A E l e v a c i ó n

T e r r e n o

[ m . s . n . m . ]


d e T u b e r í a

[ m . s . n . m . ]

o n g i t u d d e l

T r a m o [ m ]

o n g i t u d


D e s n i v e l


!aterial ó Ti"o

deConduc


$ u g o s i d a d C

D i % m e t r o

A d o " t a d o [ " l g ]

& ' r d i d a d e


[ m / ) m ]

& ' r d i d a d e

C a r g a " o r

t r a m o [ m ]

& ' r d i d a d e

C a r g a


C o t a

& i e * o m ' t r i c a

A40 A3 A40 ### 0.6 ### 27.85 ### 4.20 343.87 ### Tub. PVC 140 4.0 15.46 0.43 6.78 ##

2'04.03 ### ### ##A41 A40 A41 ### 0.6 ### 25.12 ### 2.30 346.17 ### Tub. PVC 140 4.0 15.46 0.3 0.3 ##

A42 A41 A42 ### 0.6 ### 44.2 ### +0.10 346.08 ### Tub. PVC 140 4.0 15.46 0.6 1.08 ##

A43 A42 A43 ### 0.6 ### 36.88 ### 3.66 34.74 ### Tub. PVC 140 4.0 15.46 0.57 1.65 ##

A44 A43 A44 ### 0.6 ### 2.66 ### 0.30 350.04 ### Tub. PVC 140 4.0 15.46 0.46 2.11 ##

A45 A44 A45 ### 0.6 ### 33.36 ### 2.8 352.3 ### Tub. PVC 140 4.0 15.46 0.52 2.63 ##

A46 A45 A46 ### 0.6 ### 41.2 ### 8.33 361.26 ### Tub. PVC 140 4.0 15.46 0.64 3.27 ##

A47 A46 A47 ### 0.6 ### 41.25 ### +1.32 35.4 ### Tub. PVC 140 4.0 15.46 0.64 3.0 ##

A48 A47 A48 ### 0.6 ### 30.0 ### 4.67 364.61 ### Tub. PVC 140 4.0 15.46 0.48 4.38 ##

A49 A48 A4 ### 0.6 ### 52.68 ### 7.66 372.27 ### Tub. PVC 140 4.0 15.46 0.81 5.1 ##

A50 A4 A50 ### 0.6 ### 46.45 ### 10.03 382.30 ### Tub. PVC 140 4.0 15.46 0.72 5.1 ##

A51 A50 A51 ### 0.6 ### 4.04 ### .04 31.34 ### Tub. PVC 140 4.0 15.46 0.76 6.67 ##

A52 A51 A52 ### 0.6 ### 58.51 ### 8.16 3.51 ### Tub. PVC 140 4.0 15.46 0.0 7.58 ##

A53 A52 A53 ### 0.6 ### 52.63 ### 5.17 404.68 ### Tub. PVC 140 4.0 15.46 0.81 8.3 ##A54 A53 A54 ### 0.6 ### 43.78 ### 5.4 410.17 ### Tub. PVC 140 4.0 15.46 0.68 .07 ##

A55 A54 A55 ### 0.6 ### 55.01 ### 5.6 415.87 ### Tub. PVC 140 4.0 15.46 0.85 .2 ##

A56 A55 A56 ### 0.6 ### 4.35 ### +0.8 414.88 ### Tub. PVC 140 4.0 15.46 0.76 10.68 ##

A57 A56 A57 ### 0.6 ### 50.47 ### 0.71 415.5 ### Tub. PVC 140 4.0 15.46 0.78 11.46 ##

A58 A57 A58 ### 0.6 ### 34.60 ### 0.81 416.40 ### Tub. PVC 140 4.0 15.46 0.53 11. ##

A59 A58 A60 ### 0.6 ### 67.53 ### 0.1 416.5 ### Tub. PVC 140 4.0 15.46 1.04 13.04 ##

A60 A60 A61 ### 0.6 ### 43. ### 4.42 421.01 ### Tub. PVC 140 4.0 15.46 0.68 13.72 ##

A87 A61 T1 ### 0.6 ### 50.25 ### 6.08 427.10 ### Tub. PVC 140 4.0 15.46 0.78 14.4 ##

### 2,934 2'820


3/5


DISE O DE LA LINEA DE ADUCCION RIEGO KHASU(Comunidad Khasu Municipio de Juan Jose e!e" # Depa!$amen$o La a

T r a m o Nodo



De A E l e v a c i ó n

T e r r e n o

[ m . s . n . m . ]


d e T u b e r í a

[ m . s . n . m . ]

o n g i t u d d e l

T r a m o [ m ]

o n g i t u d


D e s n i v e l


!aterial ó Ti"o

deConduc


$ u g o s i d a d C

D i % m e t r o

A d o " t a d o [ " l g ]

& ' r d i d a d e


[ m / ) m ]

& ' r d i d a d e

C a r g a " o r

t r a m o [ m ]

& ' r d i d a d e

C a r g a


C o t a

& i e * o m ' t r i c a

D i n % m i c a [ m ]

CONCLUSIONES :Las presiones de trabajo en la línea de aducción oscilan entre 4.46 y 4.4 m.c.aSe emplear! tub. de P"# $#loruro de Poli%i

*.** +**.** 4**.** 6**.** ,**.** -***.** -+**.** -4**.** -6**.** -,**.** +***.** ++**.**

+,+*.***

+,0*.***

++*.***

+0*.***

/*+*.***

/*0*.***

/-+*.***

/-0*.***

/++*.***

/+0*.***

//+*.***

Perfl Linea de Aducción Tanque de acumulacion 8 m3

LONGITUD [m]

E E V A C + O N

[ m . s . n . m . ]

Carga Dinám

Carga Estática Efectiva

P e r f i l d e l t e r r e n o

Camara Acumuladora

caudales

Tuberias PVC E-40 D!!"#$

Tuberias PVC

&bra deToma !

CamaraRom'ePresion


4/5

Proyecyo: Sistema de 1gua Potable #omunidad Sarcuri

DISEÑO DE LA LINEA DE ADUCCION COMUNID

T r a m o Nodo

D e s n i

v e l [ m ]

C a u d a

l [ l t / s e g ]

De A

T1 3270.300 0.6 326.700

A1 T+1 &72 3267.16 0.6 3266.56 44.68 3.10 15.2 Tub. PVC 140 6 4.66 0.21

A2 &72 /117 3266.800 0.6 3266.200 8.47 0.40 6 Tub. PVC 140 6 0.83 0.01

A3 /117 /116 3267.780 0.6 3267.180 27.83 +0.8 4.6 Tub. PVC 140 6 0.51 0.01

A4 /116 &71 3267.617 0.6 3267.017 22.81 0.16 2.4 Tub. PVC 140 6 0.15 0.00

A5 &71 /100 3257.270 0.6 3256.670 61. 10.35 2.4 Tub. PVC 140 4 1.10 0.07

A6 /100 &70 3247.870 0.6 3247.270 32.17 .40 2.4 Tub. PVC 140 1.5 130.55 4.20

A7 &70 /115 3232.000 0.6 3231.400 3.48 15.87 2.4 Tub. PVC 140 1.5 130.55 5.15

A8 &72 /118 3267.450 0.6 3266.850 44.52 +0.25 .2 Tub. PVC 140 4 13.25 0.5A9 /118 &73 3265.517 0.6 3264.17 15.52 1.3 6.8 Tub. PVC 140 4 7.57 0.12

A10 &73 &74 3252.328 0.6 3251.728 54.54 13.1 6.8 Tub. PVC 140 4 7.57 0.41

A11 &74 /11 3251.003 0.6 3250.403 18.55 1.32 6.8 Tub. PVC 140 3 30.72 0.57

A12 /11 /120 3245.18 0.6 3245.318 36.15 5.0 4.4 Tub. PVC 140 3 13.72 0.50

A13 /120 /121 3237.405 0.6 3236.805 33.43 8.51 2 Tub. PVC 140 3 3.1 0.11

E l e v a c i ó

n T e r r e n o

[ m . s . n . m . ]

C o t a T e

n d i d o d e

T u b e

r í a

[ m . s . n . m . ]

o n g i

t u d d e l

T r a m

o [ m ] !aterial

ó Ti"o

deConducto

C o e # i c i e n t e d e

$ u g o s i d a d C

D i % m

e t r o

A d o " t a

d o [ " l g ]

& ' r d i d a

d e C a r g a

( n i t a r i a [ m / ) m ]

& ' r d i d a

d e C a r g a

" o r t r a

m o [ m ]


5/5

CLCULO DE RESIONES M)'ODO GRADIEN'E HIDRULICO

T r a m

o Nodo



De A

T($NO !A.ANA /

T1 3270.300 0.6 326.700

A1 T+1 &72 3267.16 0.6 3266.56 44.68 3.10 15.2 Tub. PVC 140 6 4.66 0.208 0.

A2 &72 /117 3266.800 0.6 3266.200 8.47 0.40 6 Tub. PVC 140 6 0.83 0.007 0.

A3 /117 /116 3267.780 0.6 3267.180 27.83 +0.8 4.6 Tub. PVC 140 6 0.51 0.014 0.

A4 /116 &71 3267.617 0.6 3267.017 22.81 0.16 2.4 Tub. PVC 140 6 0.15 0.003 0.

A5 &71 /100 3257.270 0.6 3256.670 61. 10.35 2.4 Tub. PVC 140 4 1.10 0.068 0.

A6 /100 &70 3247.870 0.6 3247.270 32.17 .40 2.4 Tub. PVC 140 1.5 130.55 4.200 4.

A7 &70 /115 3232.000 0.6 3231.400 3.48 15.87 2.4 Tub. PVC 140 1.5 130.55 5.154 .

A8 &72 /118 3267.450 0.6 3266.850 44.52 +0.25 .2 Tub. PVC 140 4 13.25 0.50 0.

A9 /118 &73 3265.517 0.6 3264.17 15.52 1.3 6.8 Tub. PVC 140 4 7.57 0.117 0.

A10 &73 &74 3252.328 0.6 3251.728 54.54 13.1 6.8 Tub. PVC 140 4 7.57 0.413 1.

A11 &74 /11 3251.003 0.6 3250.403 18.55 1.32 6.8 Tub. PVC 140 3 30.72 0.570 1.

A12 /11 /120 3245.18 0.6 3245.318 36.15 5.0 4.4 Tub. PVC 140 3 13.72 0.46 2.

A13 /120 /121 3237.405 0.6 3236.805 33.43 8.51 2 Tub. PVC 140 3 3.1 0.106 2.

Se puede apreciar que en las presiones hay una diferencia en el rango de 0.31 a 0.41 ca con relaci!n

E l e v a c i ó n

T e r r e n o

[ m . s . n

. m . ]

C o t a T e n d i d o d e

T u b e r

í a

[ m . s . n

. m . ]

o n g i t u

d d e l

T r a m o

[ m ] !aterial

ó Ti"o

deConduct

o C o e # i c i e

n t e d e

$ u g o s i d a d C

D i % m e t r o

A d o " t a d

o [ " l g ]

& ' r d i d a d

e C a r g a

( n i t a r i a [ m / ) m ]

& ' r d i d a d

e C a r g a

" o r t r a m

o [ m ]

& ' r d i d a d

e C a r g a

gradient e 2

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