CALCHIDRA ALCANTARILLADO SANITARIO

7/23/2019 CALCHIDRA ALCANTARILLADO SANITARIO

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CONTENIDO DE ESTA HOJARelaciones hidrulicas para colectores circularesCARACTERSTICAS GEOMTRICAS T!"ERA #$%STICA CORR!GADACARACTERSTICAS GEOMTRICAS T!"ERA DE CONCRETO &TITAN' C$ASE IICaracter(sticas )aterial de relleno

q/Q v/V d/D t/T0.000 0.000 0.000 0.0000.010 0.290 0.076 0.1950.020 0.344 0.108 0.2730.030 0.386 0.131 0.328

0.040 0.419 0.152 0.3750.050 0.445 0.169 0.4150.060 0.468 0.186 0.4520.070 0.488 0.201 0.4850.080 0.506 0.215 0.5150.090 0.523 0.228 0.5420.100 0.539 0.241 0.5680.110 0.553 0.253 0.5920.120 0.567 0.265 0.6150.130 0.579 0.276 0.6370.140 0.591 0.287 0.6580.150 0.602 0.297 0.678

0.160 0.614 0.307 0.6970.170 0.625 0.317 0.7150.180 0.636 0.326 0.7320.190 0.646 0.335 0.7480.200 0.656 0.344 0.7640.210 0.665 0.353 0.7790.220 0.674 0.362 0.7940.230 0.683 0.370 0.8090.240 0.692 0.379 0.8220.250 0.700 0.387 0.8360.260 0.708 0.395 0.8490.270 0.716 0.403 0.862

0.280 0.724 0.411 0.8740.290 0.732 0.418 0.8850.300 0.739 0.426 0.8970.310 0.747 0.433 0.9080.320 0.754 0.440 0.9180.330 0.761 0.448 0.9290.340 0.768 0.455 0.9390.350 0.775 0.462 0.9490.360 0.782 0.469 0.959

RELACIONES HIDR!LICAS "ARA COLECTORES CIRC!LARES"ARCIAL#ENTE LLENOS EN $!NCION DE q/Q"ARA %/N VARIA&LE

CON LA ALT!RA DE LA L#INA


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0.370 0.788 0.476 0.9680.380 0.795 0.483 0.9780.390 0.801 0.490 0.9870.400 0.807 0.497 0.9960.410 0.813 0.503 1.0040.420 0.819 0.510 1.013

0.430 0.825 0.517 1.0210.440 0.830 0.523 1.0290.450 0.836 0.530 1.0370.460 0.841 0.537 1.0450.470 0.847 0.543 1.0520.480 0.852 0.550 1.0590.490 0.857 0.556 1.0670.500 0.862 0.563 1.0740.510 0.857 0.569 1.0800.520 0.872 0.576 1.0870.530 0.877 0.582 1.0830.540 0.882 0.589 1.100

0.550 0.887 0.595 1.1060.560 0.891 0.602 1.1120.570 0.896 0.608 1.1180.580 0.900 0.614 1.1240.590 0.904 0.621 1.1290.600 0.909 0.627 1.1350.610 0.913 0.634 1.1400.620 0.917 0.640 1.1450.630 0.921 0.646 1.1500.640 0.925 0.653 1.1550.650 0.929 0.659 1.1590.660 0.933 0.666 1.164

0.670 0.937 0.672 1.1680.680 0.941 0.679 1.1730.690 0.944 0.686 1.1770.700 0.948 0.692 1.1810.710 0.951 0.699 1.1840.720 0.955 0.705 1.1880.730 0.959 0.712 1.1910.740 0.963 0.718 1.1940.750 0.967 0.724 1.1970.760 0.970 0.731 1.2000.770 0.974 0.738 1.2020.780 0.977 0.744 1.205

0.790 0.981 0.751 1.2070.800 0.984 0.758 1.2090.810 0.988 0.764 1.2110.820 0.991 0.771 1.2130.830 0.994 0.778 1.2140.840 0.997 0.785 1.2150.850 1.000 0.792 1.2160.860 1.003 0.800 1.217


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0.870 1.007 0.806 1.2170.880 1.012 0.812 1.2170.890 1.016 0.818 1.2170.900 1.020 0.825 1.2170.910 1.024 0.831 1.2160.920 1.028 0.838 1.215

0.930 1.032 0.845 1.2140.940 1.036 0.852 1.2130.950 1.040 0.859 1.2110.960 1.043 0.866 1.2090.970 1.047 0.874 1.2060.980 1.050 0.881 1.2020.990 1.053 0.890 1.1981.000 1.056 0.898 1.1931.010 1.059 0.908 1.1871.020 1.061 0.918 1.1791.030 1.063 0.930 1.168

CARACTER'STICAS (EO#)TRICAS T!&ER'A "LSTICA CORR!(ADA

DI#ETRO ES"ESOR

"!L( DN DE DI E &d4 0.110 0.110 0.099 0.0054 0.26 0.160 0.160 0.145 0.0073 0.58 0.200 0.200 0.182 0.0090 0.810 0.250 0.250 0.227 0.0117 0.8512 0.315 0.315 0.284 0.0155 0.916 0.400 0.400 0.362 0.0190 1.0518 0.450 0.450 0.407 0.0215 1.1

20 0.500 0.500 0.452 0.0240 1.1524 0.610 0.660 0.610 0.0250 1.2527 0.686 0.736 0.686 0.0251 1.330 0.762 0.812 0.762 0.0250 1.436 0.914 0.965 0.914 0.0253 1.740 1.000 1.060 1.000 0.0300 1.844 1.100 1.160 1.100 0.0300 1.948 1.200 1.260 1.200 0.0300 252 1.300 1.360 1.300 0.0300 2.1

CARACTER'STICAS (EO#)TRICAS T!&ER'A DE CONCRETO *TITAN+ CLASE II

ES"ESOR

DN DE DI E &d6 0.160 0.097 0.007 0.508 0.258 0.200 0.029 0.80

10 0.312 0.250 0.031 0.8512 0.370 0.300 0.035 0.90

DI#ETRONO#INAL

DI#ETROE,TERIOR

DI#ETROINTERIOR

ANCHO DE-ANA

DI#ETRONO#INAL

DI#ETROE,TERIOR

DI#ETROINTERIOR

ANCHO DE-ANA


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14 0.430 0.350 0.040 0.9516 0.488 0.400 0.044 1.0518 0.552 0.450 0.051 1.1020 0.620 0.500 0.060 1.1524 0.744 0.600 0.072 1.2527 0.870 0.700 0.083 1.30

30 0.980 0.800 0.091 1.4036 1.100 0.900 0.100 1.7040 1.226 1.000 0.113 1.8044 1.352 1.100 0.126 1.9048 1.472 1.200 0.136 2.0052 1.580 1.300 0.140 2.1056 1.680 1.400 0.140 2.2060 1.800 1.500 0.150 2.3064 1.920 1.600 0.160 2.4068 2.040 1.700 0.170 2.5072 2.160 1.800 0.180 2.6080 2.400 2.000 0.200 2.70

TI"O DE S!ELO

T */3+ !

I 1600 0.1924

II 1950 0.165

III t:d 1800 0.15

IV :; H=0.90 1.430.90=>H=1.05 1.381.05=>H=1.20 1.301.20=>H=1.35 1.231.35=>H=1.50 1.17

1.50=>H=1.65 1.101.65=>H=1.80 1.04

H?1.8 1.00

C:;t


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1.100 A

1.500 &

1.900 C

2.200 D

3.000 E

4.000 $

TG


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*ERI+ICACI,N #ARAMETROS DE$ RAS -...

$i/ertad 0 Orden

Rep1/lica de Colo)/ia

N2 #AR%METRO3CRITERIO3CARACTERISTICANI*E$ DE COM#$EJIDAD

"a4o Medio M5Alto Alto6

1 GENERA$ES

1.1. Nv


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$i/ertad 0 Orden


#ROCESO7 EVAL!ACINDependencia7V;


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$i/ertad 0 Orden




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$i/ertad 0 Orden




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$i/ertad 0 Orden




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V


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V


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V


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Grles8 +uente8 Capt super=

A " C D E> M!NICI#IO7 NIVEL DE CO- NX ":


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?@ 3.6. T:G' Arit)KticoL -' Geo)KtricoL ?'E6ponencialL ' #or co)ponenteDetallar por onas 0 detallar densidadesNOTA &-'7 #ara el ni9el alto8 el estudio de/e incluir la consideraci:n de a)pliaci:n por etapas

@B


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M!NICI#IO7 NIVEL DE CO#- NX ":


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? 8.7. ":


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Est /o)/8 Tanues8Colect alc

M!NICI#IO7 NIVEL DE CO#- NX ":B 10.3. "


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> 11.15. ":B%ddd d:; *+ E%t:< 70 F 85 d-? NIVELES DE CO#"LEIDADU

&AOU = 2.500 HG. J #EDIOU 2.501 12M500 J #EDIO ALTOU 12M501 60M000 J ALTOU ? 60M000 GNOTA *1+U ": t d< Bt:;% ? 360 3/2JdM < d


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?- S d< ;%t:?? S d< @%t


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G H I JAD A% C!#"LE R


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TG &.3.2TG &.3.2

;


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AD A% C!#"LE R


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60 &.7.4.5.212 TG &.7.53 TG &.7.66 TG &.7.6

A TG &.7.74 &.7.4.6.5

1.50 TG &.7.90.50 TG &.7.91.20 TG &.7.90.50 TG &.7.9

t


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AD A% C!#"LE R


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: :


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AD A% R


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C.4.5.2.1C.4.5.2.1

C.4.5.2.1C.4.5.2.1

: B C.4.5.2.1C.4.5.2.1

C.4.5.2.1

C.4.5.2.1

AD A% R


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AD A% R


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2 C.6.5.1.2C.6.5.1.3C.6.5.1.3C.6.5.1.3

C.6.5.1.3


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AD A% R


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AD A% R


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C.14.2 C.14.2 C.14.2 C.14.2

C.15.3tt C.15.3

:


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TRA#O INICIAL1

$INAL 2

COTAS TERREINICIAL1M205.00

$INAL 1M203.13COTAS DE &A INICIAL1M204.00

$INAL 1M201.94

ALT!RA INICIALC6JC8+

ALT!RA $INAL C7JC9

LON(. #t. SE(WN CA

DIA# "U ANOTAR

E,CAVACIN

0J2 #

2J4 #

? 4 #

TOTAL YVAL!EZ

VOL!#EN !&ERI YVAL!EZ

VOL!#EN LENO YVAL!EZ

DIA#ETRO A#AR 1.50

E,CAVAC. A#AR YVAL!EZ[[[ O YVAL!EZ

ANCHO DE -A &d SE(WN TA

"!NTO DERTE 2

"!NTO DERTE 4

"ENDIENTE ERRENYVAL!EZ

"ENDIENTE !&ERI YVAL!EZ

VOL!#EN TOTAL YVAL!EZ

(RAN TOTAL CAVACIYVAL!EZ

FACTOR CARGA1M9 1M5

IMENT

EXCAVACION

0-2 M

2-4 M YVAL!EZ

>4 M YVAL!EZ

TOTAL YVAL!EZ

LLENO #AT

AN!L

CONCRETO

I#ENTA

SI*C26=0MS**C10C11+2+[*C24/2+[C2+[*C12JC2**C10C11+

[ [SI*C26=0MSC24+/2+[*C1

C25++/2+[2[2+/2+[C24[C*2[C12[C23***C24[*C102+*C11J2++

SI*C26=0MS4+[*C12JC25+/2+[C234+[*C12JC24+[*C25/2+[4+*C11J

[ [

SI*C26=0MSC26+++MSI*CC26 C12SI*\*C10?4C11+MSI*\*C

SI*O*C30>3

2/121.14+MSSI*C26=0MS**C10C11+2+[*C24/2+[C2+[*C12JC2**C10C11+2+[*C24/2+[C2+[*C12JC2

SI*C30>1.5*0.29[*0.02*0.0254[C1

0.10.012SI*C30>2.2*0.0254[C1*0.0254[C1


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DISE^OU AN(EL&ERTO VELE- "ATI^O J IN(ENIERO SANITARIO

ANGE$"ERTO *E$EQ #ATIPO5INGENIERO SANITARIO

M!NICI#IO DE TOCANCI#A 5 D#TO DE C!NDINAMARCA

A$CANTARI$$ADO SANITARIO 5 "ODEGAS IN*ERSIONES NO*A DE CO$OM"IA

RES!MEN DE DATOS

OCT!"RE DE -.>

TRAMO $ONG DIAM #END COTA RASANTE COTA C$A*E COTA "ATEA #RO+ A C$A*E

DE A ) S!#ER IN+ER S!#ER IN+ER S!#ER IN+ER S!#ER IN+E

> 1 2 100.04 8 0.55 2600.00 2599.70 2598.80 2598.25 2598.62 2598.07 1.20 1.45

- 2 3 100.00 8 0.55 2599.70 2599.40 2598.25 2597.70 2598.07 2597.52 1.45 1.70

? 3 4 100.00 8 0.55 2599.40 2599.10 2597.70 2597.15 2597.52 2596.97 1.70 1.95

4 5 100.00 8 0.55 2599.10 2598.80 2597.15 2596.60 2596.97 2596.42 1.95 2.20

5 6 99.98 8 0.55 2598.80 2598.50 2596.60 2596.05 2596.42 2595.87 2.20 2.45

T!"ERIA


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COORDENADAS < COTAS DE #OQOS

OCT!"RE DE -.>

COORDENADAS

OBSERVACIONESNORTE (Y) ESTE (X)

1 J67.719 3084.062 2600.00

2 J68.095 3184.105 2599.70

3 J68.451 3284.105 2599.40

4 J68.837 3384.104 2599.10

5 J69.208 3484.104 2598.80

6 J69.536 3584.081 2598.50

7 1039062.714 1002640.581 2625.45

8 1039010.599 1002563.257 2617.99

9 1038993.299 1002534.056 2615.00

10 1038974.500 1002521.913 2613.35

11 1038887.321 1002481.150 2606.0012 1038862.315 1002485.586 2606.09

13 1038835.674 1002484.502 2604.22

14 1038778.244 1002541.784 2599.30

15 1038765.895 1002551.257 2598.43

16 1038730.580 1002564.310 2595.92

17 1038708.612 1002569.323 2596.99

18 1038693.074 1002569.539 2596.68

19 1038661.169 1002557.579 2596.40

20 1038630.646 1002553.254 2595.26

21 1038598.253 1002557.771 2594.16

22 1038568.175 1002571.788 2592.30

23 1038547.292 1002569.403 2591.45

24 1038528.591 1002558.703 2591.60

25 1038501.459 1002462.823 2588.93

26 1038406.530 1002492.721 2584.86

27 1038307.387 1002523.947 2580.28

28 1038304.018 1002529.680 2580.28

NUMERODE POZO COTARASANTE






COORDENADAS < COTAS DE #OQOS

OCT!"RE DE -.>


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ANGE$"ERTO *E$EQ #ATIPO 5 INGENIERO SANITARIOM!NICI#IO DE TOCANCI#A 5 D#TO DE C!NDINAMARCA

A$CANTARI$$ADO SANITARIO 5 "ODEGAS IN*ERSIONES NO*A DCARACTERISTICAS DE $A RED DE A$CANTARI$$ADO SANIT

OCT!"RE DE -.>

T!"ERIA N2

#OQO COORDENADAS DE #OQOS RASANTE $O

INICIAL +INA$INICIA$ +INA$ COTA RASANTE #OQOS COTA "ATEA T!"ERIA

$ONGI

NORTE ESTE NORTE ESTE INICIA$ +INA$ INICIA$ +INA$> 1 2 J67.719 3084.062 J68.095 3184.105 2600.000 2599.700 2598.62 2598.07 100.

- 2 3 J68.095 3184.105 J68.451 3284.105 2599.700 2599.400 2598.07 2597.52 100.

? 3 4 J68.451 3284.105 J68.837 3384.104 2599.400 2599.100 2597.52 2596.97 100.

4 5 J68.837 3384.104 J69.208 3484.104 2599.100 2598.800 2596.97 2596.42 100.

5 6 J69.208 3484.104 J69.536 3584.081 2598.800 2598.500 2596.42 2595.87 99.9

@ 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

B 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

>. 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

>> 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

>- 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/>? 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

> 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/


>@ 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/


>B 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/


-. 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

-> 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/

-- 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509 YN/A YN/


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T!"ERIA N2

#OQO COORDENADAS DE #OQOS RASANTE

INICIAL +INA$INICIA$ +INA$ COTA RASANTE #OQOS COTA "AT

NORTE ESTE NORTE ESTE INICIA$ +INA$ INICIA$

-? 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509

- 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509


-@ 0 0 YN/A YN/A YN/A YN/A YN/A YN/A E::U509



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IENTE5A$INEACION DE TERRENO

MATERIA$

8 0.55 "LASTICA CORR!( 0.30





0 E::U509 "LASTICA CORR!( YN/A





0 E::U509 "LASTICA CORR!( YN/A0 E::U509 "LASTICA CORR!( YN/A











DIAMETROEN

#!$GADAS

#ENDIENTEDE

T!"ERIA

NI*E$ACION DETERRENO


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IENTE5A$INEACION DE TERRENO

MATERIA$DIAMETRO

EN#!$GADAS

#ENDIENTEDE

T!"ERIA

NI*E$ACION DETERRENO



0 E::U509 "LASTICA CORR!( YN/A0 E::U509 "LASTICA CORR!( YN/A



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DATOS GENERA$ESQoni=icaci:n In=iltraci:n

R


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IN+ORMACION GENERA$

Ni9el Alta Media "a4a Coe=iciente de retorno7 90Densidad7 15 10 5 G/VIV Aportes industriales7 0.80 @/HDotaci:n7 125 125 125 t/GJd Aportes co)erciales7 0.50 @/H un AN7 0.02 0.01 0.01 @/H Aportes institucionales7 0.50 @/H

Area construida ....... ha Area de #atio .... ha

A TRI"!TARIA

AD ind C Inst an e MH#RO#IA TOTA$

HA HA H"TS l3s l3s l3s l3s l3s l3s l3s

0.010 1.260 30 0.024 1.0030 0.0032 0.000 1.030 0.206 4.694

0.005 2.260 45 0.044 1.7990 0.0057 0.000 1.848 0.370 8.36

0.005 4.370 60 0.084 3.4785 0.0109 0.000 3.574 0.715 16.08

0.000 6.900 60 0.133 5.4924 0.0173 0.000 5.643 1.129 25.38

0.010 11.000 90 0.213 8.7560 0.0275 0.000 8.996 1.799 40.09

Cli)a + Cli)a Calido& 90 100

#


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A$CANTARI$$ADO SANITARIO 5 "ODEGAS IN*ERSIONES NO*A DE CCA$C!$OS HIDRA!$ICOS A$CANTARI$$ADO SANITARIO

OCT!"RE DE -.>#ARAMETROS DE DISEPO

Coe= de utilTasa in=iltraci:n alta 0M3[A]0M9 @/H U 3o Gra9edad7 9.81 /


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$OM"IA

c(=ico del a;ua ser9i 1M009 /3

cti9a7 1M009[R[S /2

idas7 0.15 /2

/inadas7 0.35 /2

HIDRA!$ICA ENERGIA HAG!A COTA

Rh3D Rh *R h $ +RO!DE CINETICA ES#ECI+ CAMARA RE"OSE

)3s ) ) ) ) ) )

0.12 0.02 0.46 0.04 0.03 0.89 0.01 0.05 0.000 ### 9.44

YVAL!EZ YVAL!EZ #VALUE! YVAL!EZ YVAL!EZ YVAL!EZ YVAL!EZ YVAL!EZ YVAL!EZ YVAL!EZ 9.44




DIAMETRO

"O!I$$A

#!$GADA


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COTA RASANTE COTA "ATEA COTA ENERGIA CORTES C$ASE

ORIGEN +INA$ ORIGEN +INA$ ORIGEN +INA$ ORIGEN +INA$ REGIMEN T

) ) ) ) ) ) ) ) ) V;3)- )

-0.12 ### ### ### ### ### ### 1.38 1.63 ubcrtic 13.33

YVAL!EZ ### ### ### ### YVAL!EZ YVAL!EZ 1.63 1.88 YVAL!EZ YVAL!EZ 0.00

YVAL!EZ ### ### ### ### YVAL!EZ YVAL!EZ 1.88 2.13 YVAL!EZ YVAL!EZ 0.00YVAL!EZ ### ### ### ### YVAL!EZ YVAL!EZ 2.13 2.38 YVAL!EZ YVAL!EZ 0.00

YVAL!EZ ### ### ### ### YVAL!EZ YVAL!EZ 2.38 2.63 YVAL!EZ YVAL!EZ 0.00

NI*E$AG!A

CONEI,N

T!"ERIASA$

DECAIDA


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O"SER*ACIONES


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e-mail [email protected]

ANGE$"ERTO *E$EQ #ATIPO 5 INGENIERO SANITARSISTEMA SANITARIO

#RO. 1

Tra)o %rea u )edio )a6 MH DIS $on;itud #endiente Ru;osid

De A Ha $3Ha3S $3s $3s $3s $3s ) )8

> 1 2 1.26 13.07 16.46 71.3 638.32 1.50 100.04 0.55 8 0.055 0.009- 2 3 2.26 11.87 26.82 107.3 1124.27 YVAL!EZ 100.00 0.55 8 YYY 0.009? 3 4 4.37 10.68 46.66 170.5 2137.02 YVAL!EZ 100.00 0.55 8 YYY 0.009 4 5 6.90 9.91 68.35 234.7 3339.69 YVAL!EZ 100.00 0.55 8 YYY 0.009 5 6 11.00 9.24 101.68 327.2 5277.23 YVAL!EZ 99.98 0.55 8 YYY 0.009

TRAMO Cota cla9e Ca(da poo Cota rasante *elocidad

DE A $3s )3s ) Superior In=erior ) Superior In=erior In=erior )3s

> 1 2 27.3 1.05 0.55 -BB. 2598.25 2600.00 2599.70 >-. 1.45 0.46 - 2 3 27.3 1.05 0.55 2598.25 -. 0.00 2599.70 2599.40 1.45 1.70 YVAL!? 3 4 27.3 1.05 0.55 2597.70 2597.15 0.00 2599.40 2599.10 1.70 1.95 YVAL! 4 5 27.3 1.05 0.55 2597.15 2596.60 2599.10 2598.80 1.95 2.20 YVAL! 5 6 27.3 1.05 0.55 2596.60 2596.05 2598.80 2598.50 2.20 - YVAL!

T!"ERIA N

Di)etro

ncaudale

T!"ERIA N

Caudallleno

*elocidad lleno

Caidatra)o

Recu/ri)iento acla9e

Superior


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e-mail [email protected]

TOCANCI"A J C!ND&ODE(AS INVERSIONES NOVA DE COLO#

"%U 1 d< 2

$


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TRAMO COTAS TERRENO COTAS DE BATEA A$T!RA A$T!RA $ONG

INICIA$ +INA$ INICIA$ +INA$ INICIA$ +INA$ INICIA$ +INA$ #t.

1 1 2 2M600.00 2M599.70 2M598.62 2M598.07 1.38 1.63 100.042 2 3 2M599.70 2M599.40 2M598.07 2M597.52 1.63 1.88 100.003 3 4 2M599.40 2M599.10 2M597.52 2M596.97 1.88 2.13 100.004 4 5 2M599.10 2M598.80 2M596.97 2M596.42 2.13 2.38 100.005 5 6 2M598.80 2M598.50 2M596.42 2M595.87 2.38 2.63 99.98

...?

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T!"ERIAN


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ANGE$"ERTOM!NICI#IO DE

A$CANTARI$$ADO SANIT

DIAM

ECA*ACI,N *O$!MEN *O$!MEN DIAMETRO

"U .5- M -5 M M TOTA$ T!"ERIA $$ENOS CAMARA

8 120.61 0.00 0.00 120.61 5.48 115.13 1.208 140.56 0.00 0.00 140.56 5.48 135.08 1.208 159.35 4.55 0.00 163.89 5.48 158.41 1.208 160.00 20.56 0.00 180.56 5.48 175.08 1.208 159.97 40.55 0.00 200.52 5.48 195.04 1.20

. @@@ ... B.@> -. B @..

.5- M -5 M M TOTA$ T!"ERIA $$ENOS CAMARA

ECA*ACI,N *O$!MEN *O$!MEN DIAMETRO


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*E$EQ #ATIPO 5 INGENIERO SANITARIO TOCANCI#A 5 D#TO DE C!NDINAMARCA

RIO 5 "ODEGAS IN*ERSIONES NO*A DE CO$OM"IACA*ACIONES < CORTES

OCT!"RE DE -.>

ECA*AC

XXX "d

#!NTO DE #!NTO DE #ENDIENTE #ENDIENTE *O$!MEN

CAMARA OYCORTE - M CORTE M TERRENO T!"ERIA TOTA$

2.78 0.00 0.80 100.04 0.00 J0.0030 0.55 120.613.28 0.00 0.80 100.00 0.00 J0.0030 0.55 140.563.78 J3.33 0.80 13.88 0.00 J0.0030 0.55 160.564.29 0.00 0.80 100.00 0.00 J0.0030 0.55 180.564.79 0.00 0.80 99.98 0.00 J0.0030 0.55 200.52

>B- B.-B-

CAMARA CORTE - M CORTE M TOTA$

ECA*AC #!NTO DE #!NTO DE *O$!MEN


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GRAN TOTA$ ACTOR EXCAVACION $$ENO MAT

ECA*ACION CARGACIMENTAC

0!2 M 2!" M #" MTOTAL

GRAN!$AR

123.39 1.50 8.00 128.62 0.00 0.00 128.62 15.80143.84 1.50 8.00 148.56 0.00 0.00 148.56 15.79164.35 1.50 8.00 159.35 12.55 0.00 171.89 15.79184.85 1.50 8.00 160.00 28.56 0.00 188.56 15.79205.31 1.50 8.00 159.97 48.55 0.00 208.52 15.79

B-> ... @. B@@ ... B@>@ B

ECA*ACION CIMENTAC 0!2 M 2!" M #" M TOTAL GRAN!$AR

GRAN TOTA$

EXCAVACION $$ENO MAT

"ASEGRAN!$AR


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CONCRETO $$ENO

CIMENTAC TOTA$

0.00 99.330.00 119.290.00 142.620.00 159.290.00 179.25

... @B

CIMENTAC TOTA$

CONCRETO $$ENO


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EJ#AIL % - 0.000 0.000 0.000 0.000 0.010 0.010 0.010 0 2 2 10 0.012 - ? 0.000 0.000 0.000 0.010 0.005 0.015 0.015 2 1 3 15 0.023 ? 0.000 0.000 0.000 0.015 0.005 0.020 0.020 3 1 4 20 0.024 0.000 0.000 0.000 0.020 0.000 0.020 0.020 4 0 4 20 0.025 @ 0.000 0.000 0.000 0.020 0.010 0.030 0.030 4 2 6 30 0.04

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Tra)o Cota rasante Cota "atea Cota Cla9e $on;itud Di)etro

Inicial +inal Inicial +inal Inicial +inal Inicial +inal )

C> C- CRI CR+ C"I C"+ CCI CC+ $ S DN DI e D

> - 2M600.00 2M599.70 2M598.62 2M598.07 2M598.80 2M598.25 100.04 0.55 8 0.182 0.009 0

- ? 2M599.70 2M599.40 2M598.07 2M597.52 2M598.25 2M597.70 100.00 0.55 8 0.182 0.009 0

? 2M599.40 2M599.10 2M597.52 2M596.97 2M597.70 2M597.15 100.00 0.55 8 0.182 0.009 0

2M599.10 2M598.80 2M596.97 2M596.42 2M597.15 2M596.60 100.00 0.55 8 0.182 0.009 0

@ 2M598.80 2M598.50 2M596.42 2M595.87 2M596.60 2M596.05 99.98 0.55 8 0.182 0.009 0

#endiente

DiseFo&'

No)inal &pul;'

Interno&)'

Espesor &)'

E6t&


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C!ADRO DE C%$C!$O CIMENTACI,N < CANTIDADES DE O"RA 5 "ODEGAS IN*ERSIONES NO*A DEA$CANTARI$$ADO SANITARIO

OCT!"RE DE -.>

$on; se;1n di)etro &pul;adas'Ancho Car;a Muerta &]c'

B >. >- > >@ >B -.

H "d T ] Y!^

100.04 0.00 0.00 0.00 0.00 0.00 0.00 1.32 0.80 II 1M950.00 0.17 1

100.00 0.00 0.00 0.00 0.00 0.00 0.00 1.57 0.80 II 1M950.00 0.17 1

100.00 0.00 0.00 0.00 0.00 0.00 0.00 1.82 0.80 II 1M950.00 0.17 1

100.00 0.00 0.00 0.00 0.00 0.00 0.00 2.07 0.80 II 1M950.00 0.17 1

99.98 0.00 0.00 0.00 0.00 0.00 0.00 2.32 0.80 II 1M950.00 0.17 1

#ro=undidad

#ro)edioa cla9e

&)'

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relleno

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9' AlturaE6ca9aci:n an4a &)?' $l

.5- ) -5 ) ) "ase .8>.) $leno total Rec

p +C ]9 ]t Ht )? )? )

7M257 1.50 5.24 20.77 & "CA 1.62 129.34 0.00 0.00 8.00 117.56 27

7M257 1.50 3.82 21.46 & "CA 1.87 149.28 0.00 0.00 8.00 137.51 27

7M257 1.50 2.90 22.44 & "CA 2.12 160.00 9.28 0.00 8.00 157.51 27

7M257 1.50 2.27 23.53 & "CA 2.37 160.00 29.28 0.00 8.00 177.51 27

7M257 1.50 1.83 24.63 & "CA 2.62 159.96 49.27 0.00 8.00 197.47 27

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Retiro

)?

11.78

11.77

11.77

11.77

11.77

)aterial delsitio


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CALCULO ALCANTARILLADO

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CALCULO ALCANTARILLADO SANITARIO

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Revisin N Pgina 85

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visin N Pgina 86

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evisin N Pgina 87

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evisin N Pgina 91

CALCULO ALCANTARILLA

#RO


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evisin N Pgina 92

Contri/uci:n l3s3ha

0.50 Datos de po/laci:n0.80 Z ha/ 3 9i96 G / vv0.85 D9i9 &9i93h 30 vv / H0.10 Dpo/ &ha/3 177.42 G / H0.20 d percpit

DiseFo Hidrulico

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evisin N Pgina 93

CALCULO ALCANTARILLADO SA

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evisin N Pgina 94

O $L!O S!"ERCRITICO

H@ \; H; H< Y Ha S@


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evisin N Pgina 95

CALCULO ALCANTARILLADO SANITAR

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evisin N Pgina 96

l de ci)entaci:n Grado de Co)pactaci:n :td 1 S


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evisin N Pgina 97


#ROT: L% D D Et


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visin N Pgina 98

E%tGdV


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evisin N Pgina 99

CALCULO ALCANTARILLADO

#RO


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evisin N Pgina 100

Tipo de rasante1 "v


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visin N Pgina 101


#RO


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visin N Pgina 102 01/10

Material de ci)entaci:n 0 relleno

1 R; ":td

2 (M("MSMS"

3 (#M(CMS#MSC

4 #LM#LJCLMCL


103/109evisin N Pgina 103 01/10/2


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104/109evisin N Pgina 104 01/10/2


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105/109evisin N Pgina 105 01/10/2

DE TOCANCI#A 5

YRE$ZYRE$ZYRE$Z


106/109evisin N Pgina 106 01/10/2

DE TOCANCI#A 5


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0.10 #3 40

"O-O DE INS"ECCION HASTA 2M0 !N. 3

"O-O DE INS"ECCION 2M01 4M0 !N. 3

CAAS DE INS"ECCION DO#ICILIARIA 0M8[0M8 !N. 6

!N 6

#ANEO DE A(!AS (L 1

TOTA$ CA#IT!$O

T!&ERIA "LASTICA CORR!(ADA ALCANTARILLADO D> 6 *160+ *"ARA CONE,IONES DO#ICILIARIAS DE CADA LOTE A LA

RED +

T!&ERIA "LASTICA CORR!(ADA ALCANTARILLADO D> 8 *200+

T!&ERIA "LASTICA CORR!(ADA ALCANTARILLADO D>10 *250+

CONE,IONES DO#ICILIARIAS T!&ERIA "CA 160 *"RO#EDIO45M70 /&ODE(A+


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E!I*A$ENCIAS DIAMETROSDIAMETRO NOMINA$ &' DIAMETRO NOMINA$ &))'

2 50.803 76.204 101.60

6 152.408 203.2010 254.00

12 304.8014 355.6016 406.4018 457.2020 508.0022 558.8024 609.6026 660.4028 711.20

30 762.0032 812.8034 863.6036 914.4038 965.2040 1016.00

CALCHIDRA ALCANTARILLADO SANITARIO

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Transcript of CALCHIDRA ALCANTARILLADO SANITARIO