Informe Final Sistema de Agua y Alcantarillado

7/26/2019 Informe Final Sistema de Agua y Alcantarillado

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NIVERSIDAD NACIONAL TORIBIO RODRG EZ DE MENDOZA AMAZONAS

FACULTAD DE INGENIERA CIVIL Y AMBIENTAL ESCUELA PROFESIONAL ACADMICO DEINGENIERA CIVIL

NDICEI. INTRODUCCIN........................................................................................2

II. IMPORTANCIA...........................................................................................3

III. JUSTIFICACIN......................................................................................3

IV. OBJETIVOS............................................................................................3

V. CARACTERSTICAS FSICAS.......................................................................4

5.1. UBICACIN GEOGRFICA DE LA CIUDAD FICTICIA..............................4

5.2. VAS DE ACCESO.................................................................................4

5.2. FISIOGRAFA.......................................................................................5

5.3. CLIMA................................................................................................5

VI. MARCO TERICO...................................................................................6

6.1. SISTEMA DE AGUA POTABLE................................................................6

6.2. POBLACIN DE PROYECTO..................................................................6

6.3. PERIODO DE DISEO...........................................................................6

6.4. DOTACIN DE AGUA...........................................................................

6.5. VARIACIONES DE CONSUMO................................................................!

6.6. CAUDALES DE DISEO........................................................................!

6.. LNEA DE CONDUCCIN......................................................................"

6.!. RESERVORIO.....................................................................................##

6.". LNEA DE ADUCCIN.........................................................................#3

VII. C$LCULOS Y RESULTADOS..................................................................#4

.1. CALCULO DE POBLACIONES SEG#N LOS M$TODOS............................#4

.2. DOTACIONES%....................................................................................#5

.2.#. CONSUMO DOMESTICO.............................................................#5

.2.2. CONSUMO COMERCIAL Y P%BLICO &OFERTAS'...........................#5

.2.3. CAUDALES DE DISE(O...............................................................#5

.2.4. DISE(O DE LNEA DE CONDUCCIN..........................................#6

.2.5. C$LCULO DE LA CAPACIDAD O VOLUMEN DEL RESERVORIO.... .#"

.2.6. LNEA DE ADUCCIN.................................................................24

VIII. ANE)OS...............................................................................................2

I). CONCLUSIONES...................................................................................2!

). RECOMENDACIONES..............................................................................2!

)I. REFERENCIAS BIBLIOGR$FICAS...........................................................2"

#SISTEMA DE AG A Y ALCANTARILLADO


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I. INTRODUCCIN

E& '()' *+ ), *&*-*,/ 0'& '' *& +* )-',/ ' )* *+/ *+ ,7+*,+'8&* ''

,)*+/ '+*/9 '&-*,':;, *,* //+9 L' *7 7* '8'+*:-*,/ 7* '()' /'8&* *+ ),

++*-' 7* /8'+ 7* ,(*,*


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P'' )* *& '()' &&*()* ' &/+ 7/-:&/+ 7* :'7' /8&'7/ +* &&*0' ), /:*7-*,/

)* ,:' 7*+7* &' :'':;, @ &/+ 7*& ++*-' 7* ), /*:/ 7* '()' /'8&*.

IV. OBJETIVOS

E+-' ),' /8&':;, =))' :/, &/+ -/7/+ -+ )&'7/+ * ,7:' :)& 7*

&/+ -/7/+ +* )&'' '' &' C)7'7 F::'. D**-,' &' 7/':;, 7* '()' *, &' C)7'7 =::'. C'&:)&'% *& :')7'& -?-/ 7'/ *& :')7'& -?-/ /'/. D+*>' &' &


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V.2. VAS DE ACCESO

1 FISIOGRAFA

ALTURA msnm: E& P/*:/ +* *,:)*,' )8:'7/ *,* &' '&)7 7* 293!

-+,-.

4SISTEMA DE AG A Y ALCANTARILLADO


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UTM No!" : "3#*565.26

UTM Es!" : #!442.32

TOPOGRAFA: L' //('=


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U, ++*-' 7* '8'+*:-*,/ 7* '()' /'8&*9 *,* :/-/ =,'&7'7 -/7'&9 &'

7* *,*(' ' &/+ '8',*+ 7* ),' &/:'&7'79 '()' *, :',7'7 :'&7'7 '7*:)'7' ''

+'+=':* +)+ ,*:*+7'7*+.

E& '()' /'8&* *+ /7' &' )* *+ J'' '' :/,+)-/ )-',/K9 &/ )* )** 7*:

)* *+ /+8&* 8*8*&' +, )* :')+* 7'>/+ / *,=*-*7'7*+ '& +* ,(*7'.

VI.2. POBLACIN DE PRO%ECTO.

L' /8&':;, 7* /*:/9 '-8, 7*,/-,'7' J/8&':;, =))'K9 *+ &' :',7'7 7*

'8',*+ )* +* **,7* *,(', +*0:/ '& *-,' *& */7/ *:/,;-:/ 7* 7+*>/

7*& /*:/ 7*& ++*-' 7* '()' '&:','&&'7/ )* +* 0' ' *'&'.

L'+ /*::/,*+ 7* &' 7*-',7' / *+/+ +*0:/+9 +/, ), ),/ :&'0* :):'& *,

&' *&'8/':;, 7*& *+)7/ 7* =':8&7'79 / &/ )* -**:*, ),' (', '*,:;,.

E?+*, 0'/+ -/7/+ / -*7/ 7* &/+ :)'&*+ +* )*7* :'&:)&' &' /8&':;, 7*

/*:/9 +*,7/ '&(),/+ 7* *&&/+9 M/7/ G=:/9 A-:/9 G*/-:/9 7* I,*+

+-&* :/-)*+/9 *:.

VI.$. PERIODO DE DISE&O

VI.'. DOTACIN DE AGUA

L' 7/':;, 7* '()' +* *?*+' *, &/+ / *+/,'+ '& 7


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(ONA MODULO )*++,-SIERRA 5HCOSTA 6H

SELVA H

L OMS "/om0"n, *os +m"!os s030"n!"s:

POBLACIN'8',*+

CLIMAFRIO &87' TEMPLADO CLIDO &87'

/,' R)'& 2HHH 1HH 1HHD* 2HHH @ 1HHHH 12H 15HD* 1HHHH @ 5HHHH 15H 2HH

5HHHH 2HH 25H

S"4n "* RNE "/om0"n, *os +m"!os s030"n!"s:

CLIMAFRIO &87' TEMPLADO CLIDO &87'

P'' ++*-'+ :/,:/,*?/,*+ 7/-:&''+.

1!H 22H

P'' /('-'+ 7*00*,7' :/, &/*+ 7**' -*,/ / ()'& '

"H-2.

12H 15H

P'' ++*-'+ 7*'8'+*:-*,/ ,7*:/

/ +)7/*+ '':'-;, :+*,' / &*'+

8&:'+.

3H 5H

VI.5. VARIACIONES DE CONSUMO

E, &/+ '8'+*:-*,/+ / :/,*?/,*+ 7/-:&''+9 &/+ :/*=:*,*+ 7* 0'':/,*+

7* :/,+)-/9 *=*7/+ '& /-*7/ 7'/ ',)'& 7* &' 7*-',7'9 7*8*, +* =Q'7/+ *,

8'+* '& ',&++ 7* ,=/-':;, *+'7


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D* &/ :/,'/ +* /7, :/,+7*' &/+ +()*,*+ '-*/+%

M?-/ ',)'& 7* &' 7*-',7' 7''% 1193 M?-/ ',)'& 7* &' 7*-',7' /''% 219! ' 295

P'' /8&':/,*+ 7* 29HHH ' 1H9HHH '8',*+ 2 295

P'' /8&':/,*+ -'/*+ ' 1H9HHH '8',*+ 2 19!

VI.6. CAUDALES DE DISE&OL/+ '-*/+ '' ), /*:/ 7* '()' /'8&* +/, &/+ +()*,*+%

' C')7'& -*7/ 7'/ -8 C')7'& -?-/ 7'/ -?.7: C')7'& -?-/ /'/ -?.

Qm=DOTACINPOBLACIN FUTURA86400Seg (24 horas ) .

Qmx.d=Qmk1

Qmx.h=Qmk2

E& :')7'& -?-/ 7'/9 +*0 '' *& 7+*>/ 7* &' :'':;,9 &/ 7* &' &


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VI.7. LNEA DE CONDUCCIN

L' &/ 7* &' &


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D* ':)*7/ ' &' ,/-' T:,:' P*)',' ISO 44229 &'+ *+/,*+ ,/-,'&*+ 7* &/+

)8/+ 7* PVC +/, &'+ +()*,*+.

SERIE CLASE P*+;, ,/-,'&2H.H 5 5.H 8' 13.3 .5 .5 8' 1H.H 1H 1H.H 8' 6.6 15 15.H 8'

A::*+//+% vlvulas de aire

E& '* ':)-)&'7/ *, &/+ ),/+ '&/+ /0/:' &' *7)::;, 7*& *' 7* =&)Q/ 7*&

'()'9 /7):*,7/ ), ')-*,/ 7* *77' 7* :'(' ),' 7+-,):;, 7*& ('+/. P''

*0' *+' ':)-)&':;, *+ ,*:*+'/ ,+'&' 0&0)&'+ 7* '* )7*,7/ +* ')/-:'+ /

-',)'&*+.

Vlvulas de purga

L/+ +*7-*,/+ ':)-)&'7/+ *, &/+ ),/+ 8'Q/+ 7* &' &


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CASETA DE VLVULAS

T3;"


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X

V/&-*,*+ -3 '&)'- X '&)' 7* '*-1H 6H 2 @ 2.2H H.6H

6H 15H 2.5H -?-/ H.!H15H 5HH 2.5H @ 3.5H H.!H

5HH 1HHH 6.5H -?-/ H.!H1HHH 1H.HH -?-/ 1.HH

P "s+"so )"- e=7+m+2 (h )+m100

P * *"/@ )- %=1

8D& /

1

10D& > D0,0m"!o 0n!"0o

VI.. LNEA DE ADUCCIN. TUBERA

V*&/:7'7 -?-' 5-+

V*&/:7'7 -


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,. T0"m+o ," on,

T=2La

S T :** &*,/

S T% :** 7/

". C*/3*o ," So;"+"s0?n )sH+-

s-=2L,

g(

. P"s0?n m0m o*+" ," 0"!"Pmx=+argaes(a(&+a+sore-res&/'

. P"s0?n m


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VII.2. DOTACIONES:

VII.2.1. CONSUMO DOMESTICO

POBLACIN FUTURA PROYECTADA AL 2H4115324.46 15325 8. DOTACIN SEG#N LA TABLA DEL RNE 1!HL'87' CONSUMO DIARIO POBLACIN FUTURA DOTACIN CONSUMO DIARIO 15325'81!H L'87' 25!5HH L7' Z !64HH 31."3

L+*(

VII.2.2. CONSUMO COMERCIAL % PBLICO )OFERTAS-

CONSUMO COMERCIAL Y PUBLICO &OFERTAS' DOTACIN L/0 L/1

PLAA#36** 2

2L/2/0 22** *.3#

MUNICIPALIDAD CIUDADFICTICIA

4*** 2

6L/2/0 24*** *.2!

EDUCACIN#5** ,7

23L/,/0 345** *.4*

OFICINAS2544* 2

6L/2/0

#5264* #.

8OSPITAL 45*

9,,

6*

* L/9,,/0

2***

* 3.#3TEATRO

3*** ,1:;


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*

VII.2.$. CAUDALES DE DISE&O

- 31."3 L+*( [ ".23 L+*( 41.16 L+*( -?.7 41.16L+*( 1.3 53.51L+*( -?. 41.16L+*(1.! 4.1HL+*(

VII.2.'. DISE&O DE LNEA DE CONDUCCIN

-?.7 53.51L+*( H.H54-3+*( TUBERA

DIMETRO MIMO:

DATOS%

-?.7 H.H54-3+*(

V-, H.6-+*(

Q=,xA

0.054m3

s =0.6

ms(14 D2)

D=0.054m24

0.61

Dmx=0.34m 213.39-)*g.

DIMETRO MNIMO:

DATOS%

-?.7 H.H54-3+*(

V-? 3.HH-+*(

Q=,xA

0.054m3

s =3

m

s

(1

4 D

2

)#6

SISTEMA DE AG A Y ALCANTARILLADO


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D=0.054m24

31

Dm0'=0.15m25.91-)*g.26-)*g .

E/3/0?n ," #"n 0**0ms

s%=10.7

D4.85 ( Q1.85

C1.85 )s%=grad&e'(eh&dra)*&+a 9 C14H

s%=(6-)*g 2 0.051

8-)*g 2 0.013

10-)*g 2 0.004)

TRAMOLONGITUD&

' COTADI$METRO&=

' S &'

,9.

&'C.P&'

PRESIN&9,'

* # 2"#* * 2"#* *

# 2 2*.*#2"*".

53 !*.*#

3 *.26 *.262"*".

4 *.2#

2 3 2*.*# 2"*!. ! *.*#3 *.26 *.52 2"*".4! *.#

3 4 2*.*42"*.

4! !*.*#

3 *.26 *.!2"*".

22 #.4

4 5 2*.#2"*5.

52 !*.*#

3 *.26 #.*42"*!.

"6 3.44

5 6 2*.6#2"**.

5 !*.*#

3 *.2 #.3#2"*!.

6" !.#2

6 22.32 2!!* !*.*#

3 *.2" #.6*2"*!.

4* 2!.4*

! 24.42!56.

53 !*.*#

3 *.32 #."22"*!.

*! 5#.55

! " 4#.##2!2*.

2# !*.*#

3 *.53 2.462"*.

54 !.33

" #* 2#.#42!#4.

* !*.*#

3 *.2 2.32"*.

2 "3.2*

#* ## 2*.252!#*.

"3 !*.*#

3 *.26 2.""2"*.

*# "6.*!## #2

CRP 26.452"3.

6# !*.*#

3 *.34 3.342"*6.

66 ##3.*5

#2 CRP # 2"3.

6# * 2"3.

6# *

#2 #3 4!.

24".

2# !

*.*#

3 *.63 *.63

2"2.

"! 43.

#3 #4 4".43 2*4 !*.*#

3 *.64 #.2!2"2.

33 !!.33

#SISTEMA DE AG A Y ALCANTARILLADO


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#4 #5 42.652666.

33 !*.*#

3 *.55 #.!32"#.

! #25.45

#5 #6 2#.33264!.

3 !*.*#

3 *.2! 2.##2"#.

5* #42.

#6 # #2.##

264".

!5 !

*.*#

3 *.#6 2.26

2"#.

35 #4#.5*##! 2*.*6

264!.2 !

*.*#3 *.26 2.53

2"#.*! #42.!#

#! CRP2#" 2*.*4

2646."" !

*.*#3 *.26 2."

2"*.!2 #43.!3

CRP 2 #" 2646.

"" * 2646.

"" *CRP #"

2* 2#.2263!.

5 !*.*#

3 *.2! *.2!2646.

# !.2#

2* 2# 2#.422646.

# !*.*#

3 *.2! *.562646.

43 *.26

2# 22 2*.!2

264*.

3 !

*.*#

3 *.2 *.!3

2646.

#6 5."

22 23 22.4"26#.

!" !*.*#

3 *.2" #.#22645.

! 2."!

23 24 43.225".

*# !*.*#

3 *.5 #.6"2645.

3* 66.2"

24 25 3".2! 254* !*.*#

3 *.5# 2.2*2644.

" #*4."25 26CRP 3 #."

2522.6" !

*.*#3 *.23 2.44

2644.55 #2#.!6

26 CRP 3 2522.

6" * 2522.

6" *

26CRP 3 2 34.4 24"4.62 ! *.*#3 *.45 *.45 2522.24 2.622

2!C,?: 24.*325*.

"6 !*.*#

3 *.3# *.6252#.

"3 #3."2!C,?:

2" 4!.532552.

#!

TRAMO DE BOMBA

C7


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3! 3" 5!.3"26!#.

22 !*.*#

3 *.6 #.4!2.

*4 "5.!23"

4*C,?: 4#.262645.

#3 !*.*#

3 *.54 2.*#26.

5# #3#.3!

4*C,?: 4# #4*."4 2!4.65

TRAMO DE BOMBA

C7


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! 3 !4

6# 62 2*.22654.

"5 !*.*#

3 *.26 4.*!26!*.

5! 25.63

62 63 2*.35265#.

#" !*.*#

3 *.26 4.3426!*.

32 2".#3

63 64 2* 265#.45 ! *.*#3 *.26 4.6* 26!*.*6 2!.6#

64 65 2*265#.

4 !*.*#

3 *.26 4.!626".

!* 2!.4*

65 66 2*.*#265*.

6 !*.*#

3 *.26 5.#226".

54 2!.!

66 6 2*.*6264".

2 !*.*#

3 *.26 5.3"26".

2 3*.**

6 6! 2*.#62646.

!*.*#

3 *.26 5.6526".

*# 32.3#

VII.2.5. CLCULO DE LA CAPACIDAD O VOLUMEN DELRESERVORIO

DATOS:

- 41.16 L+*(

P/8&':;, 15324.468. 159324-&*+

,T=,E+,CI+,R (10)

V/&)-*, 7* *)&8/ )VE- 25W -

,E=0.2541.1686400

1000=889.053m3

V/&)-*, 7* :/,',:*,7/+ )VCI->

,CI=QCI($QCI=0.5 (-o*a+&/'1

2)

QCI=0.5 (15.3251

2 )

QCI=1.96Ls

,CI=QCI(

,CI=1.9633600

2*SISTEMA DE AG A Y ALCANTARILLADO

Po;*/0?n )m0*"s- ! )@os-$ $

$ 5 '

5 5


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,CI=21168 L1000

,CI=21.17m3

V/&)-*, 7* *+*0' ,R (10)

,R=(0.10 ) (21.17+889.056 )=91.02m3

V/&)-*, T/'&.

,T=,E+,CI+,R

,T=(889.053+21.17+91.02)m3

,T=1001.25m3

C'&:)&/ 7*

X

V/&-*,*+ -3 '&)'- X '&)' 7* '*-1H 6H 2 @ 2.2H H.6H

6H 15H 2.5H -?-/ H.!H15H 5HH 2.5H @ 3.5H H.!H

5HH 1HHH 6.5H -?-/ H.!H1HHH 1H.HH -?-/ 1.HH

P/ &/ ',/ &' '&)' 7*& *+*0// '' &' :)7'7 F::' *+ 7* 1H.HH- ),' '&)' 7*'* 7* 1.HH-.

2#SISTEMA DE AG A Y ALCANTARILLADO


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C*/3*o + D0m"!o 0n!"0o )D0-

,=AH

1001.25m3=1 D2

410

D=11.29211.50m

P "s+"so )"- e=7+m+2 (h )+m100

e=7+m+2 (9 )+m100

e=25+m

P * *"/@ )- %=1

8D& /

1

10D& > D0,0m"!o 0n!"0o

%=1

8D&

%=1

811.50=1.437m21.44



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DESCRIPCIN DEL RESERVORIOUBICACIN: 26'6.7m.s.n.m.

Vo*3m"n:11.25m$

CARACTERSTICAS GEOMKTRICAS

P*7-*,:/,'-*,/FLECA%1.44-

ESPESOR DE LOSA%H.25-ALTURA%1H.HH-ALTURA DE AIRE%1.HH-

CARACTERSTICAS DE MATERIALES

CONCRETO% =X:21H(:-2=2.4T,-2MODULO DE ELASTICIDAD%213H6.5MODULO DE POISSON% H.15

METRADO DECARGAS

ANLISIS ESTRUCTURAL



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VII.2.6. LNEA DE ADUCCINPUNTO ) Y D) DY L7 L.A9

R * 2646. * * * *

, 3* 2636. 3* #* 3#.6# 3#.6#@ #** 2626. * #* #**.5 #32.##9 #2* 26#6. 2* #* 22.36 #54.40 #5* 26*6. 3* #* 3#.62 #!6.*"; #!* 25"6. 3* #* 3#.62 2#.# #"* 25!6. #* #* #4.#4 23#.!5 2#* 256. 2* #* 3#.62 263.4 25* 2566. 4* #* 4#.23 3*4.

NUDO *# 3** 2556. 5* #* 5*."" 355.6""*

-?. 4.1HL+*( H.H41-3+*(

A. TUBERA DIMETRO MIMO:

DATOS%

-?.7 H.H41-3+*(

V-, H.6-+*(

Q=,xA

0.0741m 3

s =0.6

ms( 14 D2)

D=

0.0741m24

0.61

Dmx=0.40m215.75-)*g .2 16-)*g



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DIMETRO MNIMO:

DATOS%

-?.7 H.H41-3+*(

V-, 5-+*(

Q=,xA

0.0741m 3

s =5

ms(14 D2)

D=0.0741m

24

51

Dmx=0.137m25.394-)*g.26-)*g

E/3/0?n ," #"n 0**0ms

s%=10.7

D4.85 ( Q1.85

C1.85 )s%=grad&e'(eh&dra)*&+a

s%=( 6-)*g 2 0.021078 2 0.0071410-)*g 2 0.085

)

. VERIFICACIN POR GOLPE DE ARIETE

DATOS%

7-*/ 7* )8*


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;. C*/3*o ," /"*"0,,

a=9900

La+)m

+kD

e

a=9900

355.69+40254

16.6

a=318.241

/. T0"m+o ," on,

T=2La

T=2355.69318.241

T=2.235 seg

S T :** &*,/

S T% :** 7/

,. C*/3*o ," So;"+"s0?n )sH+-

s-=2L,

g(

s-=2

355.69

1.17

9.8110

s-=8.48

". P"s0?n m0m o*+" ," 0"!"Pmx=+arga es(a(&+a+sore-res&/'

Pmx=90+8.48

Pmx=98.48

. P"s0?n m


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Pm0'=+argaes(a(&+asore-res&/'

Pm0'=908.48

Pm0'=81.52

VIII. ANEOS

MOMENTOS MIMOS

REA DE ACEROS

2!SISTEMA DE AG A Y ALCANTARILLADO


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I. CONCLUSI

ONES

+* /8)0/ ), :')7'& -?-/ 7'/ 7* 53.51 L+*( ), :')7'& -?-/

/'/ 7* 4.1H L+*(. L/+ -/7/+ '' :'&:)&' &' /8&':;, =))' )&'7'+ +/, &/+ -/7/+%

'-:/9 (*/-:/9 ,*+ +-&* * ,*+ :/-)*+/ *+* &-/ -/7/+* )+; '' *& :&:)&/ 7*& :')7'& -*7/9 -?-/ 7'/ *& :')7'& -?-//'/.

M$TODOS POBLACIN FUTURAARITM$TICO 131H.33GEOM$TRICO 145!H.HINTER$S SIMPLE 14"15.53INTER$S COMPUESTO 15324.46

L' 7/':;, 7* '()' *, &' C)7'7 F::' +* /8)0/ 7*& RNE +* +*&*::/,; /

*& :&-' &/ :)'& ,/+ *+)&' 1!HL'87' *+/ '' *& :/,+)-/ 7/-+:/. P'')+/+ 8&:/+ +* ,7:' *, *& :)'7/ 7* :&:)&/+.

P'' &' &


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I. REFERENCIAS BIBLIOGRFICAS

R*(&'-*,/ N':/,'& 7* E7=:':/,*+ \ ()/ *7/'& -*('8* \.

R*0+'7/ *& 23 7* =*8*/ 7*& 2H16

A8'+*:-*,/ 7* '()' '&:','&&'7/ \ 0**,7*& \ R*0+'7/ *& 22 7*

=*8*/ 7*& 2H16 A()' /'8&* '' /8&':/,*+ )'&*+ \ R/8* A(]*/ P-', \ *7/'&

A+/:':;, S*0:/+ E7):'0/+ R)'&*+ SER \ R*0+'7/ *& 23 7*

=*8*/ 7*& 2H16 S+*-' P*+;, NTP ISO 4422 \ T)8/+ '::*+//+ 7* PVC JN:/&&K \.

R*0+'7/ *& 24 7* =*8*/ 7*& 2H16

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