Diseño de Alcantarilla Final

8/19/2019 Diseño de Alcantarilla Final

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DISEÑO DE ALCANTARILLA

DATOSC= 0.85 PARA CONCRETO n= 0.013I= 6.17 mm/h perm mo!Pm"= #.# m

S= 0.001 $ %e& r'()on'*

Or)en&'()on Lon+)&,- !m" C I !mm/h" %3/SE L/SE D !m"

0020.00 I ' D 13.50 1.07 0.85 6.17 0.0156 15.5 1.27 0#55.00 I ' D 1.00 0.66 0.85 6.17 0.006 .61 1.## 0720.00 I ' D 16.00 0.8 0.85 6.17 0.0130 1#.7 1.37 1080.00 I ' D 17.00 0.57 0.85 6.17 0.0083 8.30 1.16 1#20.00 I ' D 17.00 0. 0.85 6.17 0.0122 12.2# 1.23 1320.00 D ' I 1#.00 0.57 0.85 6.17 0.0083 8.30 1.16 15#0.00 D ' I 1#.50 1.22 0.85 6.17 0.0#10 #0.8 1.62 ##80.00 I ' D 15.00 0.7# 0.85 6.17 0.0105 10.2 1.#6 #500.00 D ' I 15.00 0.3 0.85 6.17 0.0057 5.68 1.00

prom= 1.30

PENDIENTE DE ALCANTARILLAD CO%ER3/241/#4141 1/241 1/#4#4# 1/#43424

6484CALCLO DEL N%ERO DE TOS 104

IC ALCAN LON !m" L T, !m" n -e &,o n -e &, re- 1#40020.00 13.5 #.5 5.2 6 1240#55.00 1 #.5 7.6 8 1640720.00 16 #.5 6.2 7 1841080.00 17 #.5 6.8 7 #041#20.00 17 #.5 6.8 7 #241320.00 1# #.5 2.8 5 5415#0.00 1#.5 #.5 5 5 #74##80.00 15 #.5 6 6#500.00 15 #.5 6 6

CALCLO DE COTA DE 9ONDO DE E:CA;ACION

10


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- prom= 1.30

re**eno0020.00 30.2 1 1.30 #8.100#55.00 30.2 1 1.30 #8.100720.00 30.2 1 1.30 #8.101080.00 30.2 1 1.30 #8.101#20.00 30.2 1 1.30 #8.101320.00 30.2 1 1.30 #8.1015#0.00 30.2 1 1.30 #8.10##80.00 30.2 1 1.30 #8.10#500.00 30.2 1 1.30 #8.10

('m)'

*)e&' -e rep*'n&eo -e '*('n&'r)'epeor 0.1 -)'m. In&er. 1

*on !m" = 1 COTA IN;ERTIDA COTA LO%O DEL TO

n - TOS DISTANCIA ENTRADA SALIDA ENTRADA SALIDA1 #.5 #8.300 #8.#8 #.500 #.27# #.5 #8.#8 #8.#5 #.27 #.253 #.5 #8.#5 #8.#3 #.25 #.2#2 #.5 #8.#3 #8.#0 #.2# #.205 #.5 #8.#0 #8.#88 #.20 #.2876 #.5 #8.#88 #8.#85 #.287 #.2857 #.5 #8.#85 #8.#83 #.285 #.28#8 #.5 #8.#83 #8.#80 #.28# #.280

CALCLO DE COTA IN;ERTIDA DE ENTRADA SALIDA

Cálculo de Cota de Lomo de Tubo de Entrada y SalidaCálculo de Cota de Lomo de Tubo de Entrada y Salida

)('()n'*('n&'r)**'

Co&' ,r''n&e ee

-)'me&ro eB&er)or-e &,o

(o&' on-oe('>'()on

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Procedimiento en el campo para instalaciónProcedimiento en el campo para instalación

PNTO LECTRAS

I COTAATRS INTER%EDI ADELANTE%=10 1 31.380 30.380I?$IERDA 1.80 #.200

0000 EFE 1.72 #.206DERECA 1.86 #.32

I?$IERDA 1.080 30.300

0005 EFE 1.072 30.306DERECA 1.086 30.#2

I?$IERDA 0.780 30.6000010 EFE 0.772 30.606

DERECA 0.786 30.52I?$IERDA #.080 #.300

0015 EFE #.072 #.306DERECA #.086 #.#2

I?$IERDA 3.380 #8.00000#0 EFE 3.372 #8.006

DERECA 3.380 #8.000%=10 1.000 30.380

000(o&' #8.#00 #.200 #.206 #.32 #8.#00 're' !m#"

or-en'-' 1 #.35 0 #.35 10005

(o&' 30.300 30.306 30.#2 're' !m#"or-en'-' 1 #.35 0 #.35 1

0010(o&' 30.600 30.606 30.52 're' !m#"

or-en'-' 1 #.35 0 #.35 10015

(o&' #.300 #.306 #.#2 're' !m#"

or-en'-' 1 #.35 0 #.35 100#0

(o&' #8.000 #8.006 #8.000 're' !m#"or-en'-' 1 #.35 0 #.35 1

31380G1000=303831380G180=#20

31380G1000=3038


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5/13

DIARA %ASA

D)&'n()' Are' Cor&e Are' Re**eno

C1 C# C3 C2 C5 C6

PRORESI;A D AC AR ;C ;RC

m m# m# m3 m3#70000 #0 0.26 12.#6 0.00 0.00#700#0 #0 0.00 12.38 2.60 #86.20#70020 #0 0.#3 10.83 #.30 #5#.10#70060 #0 0.73 6.05 .60 168.80#70080 #0 0.57 5.25 13.00 115.00

#70100 #0 0.55 5.## 11.#0 106.70#701#0 #0 0.75 5.61 13.00 108.30#70120 #0 1.8# 6.32 #5.70 11.50#70160 #0 5.53 10.76 73.50 171.00#70180 #0 7.67 13.52 13#.00 #23.00

#82.

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LINEA DE ALANCE

;o*,m -e Cor&een 'n(o

;o* Re**enoComp'(&'-o

>o*H &o&'*(or&e

m'&er)'*(or&'-o en &o-o

e* proe(&o

C5= !C3!1"C3!#""/#@-


6/13

DISTANCIA PRO%EDIO DE ACARREO

DPA=A1/;C1

A1 5335.25 A# 137.26 A3;C1 57#.88 ;C# 131.32 ;C3DPA 1 3.#1 DPA # 127.02 DPA 3

TRACTOR TRAILLA TRA

A6 6133.7# A7 #366#5.5# A8;C6 372.61 ;C7 3257.11 ;C8DPA 6 182.55 DPA 7 68.25 DPA8

TRAILLA TRACTOR TRA

SELECCIJN DE E$IPOS

CO%SOLIDACION DE LA IN9OR%ACION

TRACTOR 151##.06 56#.25

D= ;-/> ᶋ

E$IPO %ASE9ICIENTE

;OL%ENDE CORTE

DISTANCIAPRO%EDIO

DEACARREO


7/13

TRAILLA 75#3.#6 62.71CA%ION 0 0


8/13

C7 C8 C C10;R ;LA SA O%m3 m3 m3 m3

0.00 0.00 0.00318.## 2.60 G313.6# G313.6##80.11 #.30 G#77.81 G51.23187.56 .60 G177.6 G76.31#7.78 13.00 G112.78 G882.17

118.56 11.#0 G107.36 G1.5#1#0.33 13.00 G107.33 G108.8613#.78 #5.70 G107.08 G1#05.310.00 73.50 G116.50 G13##.23#70.00 13#.00 G138.00 G1260.23 !"m'& e*)m)

>o* *'&er'* #82.0 0.00 !G"m'& pre&'

,m'&or)'

>o*,menre**eno 'n(o

;o*,men*'&er'*

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m'&er)'* -epre&'mo oe*)m)n'()on>o*,m

*on+)&,-)n'*

m'&er)'* (or&'-oK,e e ,&)*)'

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e&'()on

m'&er)'* (or&'-oK,e e **e>'-o 'o&r' e&'()one

!>o*H &o&'*(or&eG>o*

*'&er'*"


9/13

626215.12 A2 60636.#8 A5 8013.615080.83 ;C2 58.81 ;C5 58.811#7.#3 DPA 2 63.#2 DPA 5 82.3

ILLA TRACTOR TRACTOR

175010.0 A 3787#.38 A10 12#881.26 A111830.#6 ;C 68##.77 ;C10 728.28 ;C11

5.6# DPA 58.3# DPA 10 10.0 DPA 11 TOR TRACTOR TRAILLA TRA


10/13


11/13


12/13

5173.525#1.2#.#3

TOR


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Diseño de Alcantarilla Final