Diseño Abasto y Desague Alvaro
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Transcript of Diseño Abasto y Desague Alvaro
DISEÑO DE INSTALACIONES HIDRAULICAS
Colector UD
1 6RH 1 2 6
Aparato Cantidad U.D U.D total 3 10Sanitario 1 3 3 4 4 16Ducha 1 2 2 2 RD5 58Lavamanos 1 1 1 2 6 10
7 36TOTAL 3 6 8 36Ф RH1 = 4" 9 20
10 16RD11 22
RH2 12 10Aparato Cantidad U.D U.D total Diámetro (pulg) 13 6
Fregadero 1 3 3 2 14 6Lavadero 1 3 3 2Lavadora 1 2 2 2
Lavaplatos 1 2 2 2Red Ф (pulg)
TOTAL 4 10 RH1 4RH2 4
Ф RH2= 4" RH3 4RH4 4RH5 4RH6 4RH7 4
RH 3 RH8 4Aparato Cantidad U.D U.D total Diámetro (pulg) RH9 4
Sanitario 1 3 3 4Ducha 1 2 2 2
Lavamanos 1 1 1 2TOTAL 3 6Ф RH3 =4"
RH4Aparato Cantidad U.D U.D total Diámetro (pulg
Fregadero 1 3 3 2Lavadero 1 3 3 2Lavadora 1 2 2 2Lavaplatos 1 2 2 2
Diámetro (pulg)
TOTAL 4 10Ф RH4 =4"
RH 5Aparato Cantidad U.D U.D total Diámetro (pulg
Sanitario 1 3 3 4Ducha 1 2 2 2Lavamanos 1 1 1 2TOTAL 3 6Ф RH5 = 4"
RH6Aparato Cantidad U.D U.D total Diámetro (pulg
Fregadero 2 3 6 2Lavadero 2 3 6 2Lavadora 2 2 4 2Lavaplatos 2 2 4 2Ф RH6 = 2" 20
RH7Aparato Cantidad U.D U.D total Diámetro (pulg
Sanitario 1 3 3 4Ducha 1 2 2 2Lavamanos 1 1 1 2TOTAL 3 6Ф RH7 = 4"
RH8Aparato Cantidad U.D U.D total Diámetro (pulg
Fregadero 1 3 3 2Lavadero 1 3 3 2Lavadora 1 2 2 2Lavaplatos 1 2 2 2TOTAL 4 10Ф RH8 = 2"
RH 9Aparato Cantidad U.D U.D total Diámetro (pulg
Sanitario 1 3 3 4Ducha 1 2 2 2Lavamanos 1 1 1 2TOTAL 2 6Ф RH9 = 4"
S (%)
Diseño
q/Q V/Vo f/FtQo Vo Ft
(L/s) (m/s) (kg/m2)
0.40 0.82 17.1 4 6.76 0.86 0.21 0.06 0.636 0.7480.40 0.82 21.31 4 6.76 0.86 0.21 0.06 0.636 0.748
0.57 0.78 12.46 4 6.60 0.84 0.20 0.09 0.656 0.764
0.78 0.68 19.76 4 6.16 0.78 0.17 0.13 0.732 0.8851.90 0.55 13.74 4 5.51 0.70 0.14 0.34 0.882 1.10.57 0.53 4.53 4 5.45 0.69 0.13 0.10 0.904 1.1291.37 0.53 4.18 4 5.42 0.69 0.13 0.25 0.909 1.1351.37 0.53 5.71 4 5.42 0.69 0.13 0.25 0.909 1.1350.91 0.53 38.33 4 5.42 0.69 0.13 0.17 0.909 1.1350.78 1.01 19.32 4 7.48 0.95 0.25 0.10 0.56 0.6030.97 0.66 20.5 4 6.05 0.77 0.16 0.16 0.747 0.9080.57 1.02 19.11 4 7.55 0.96 0.26 0.07 0.553 0.5920.40 1.02 19.42 4 7.55 0.96 0.26 0.05 0.553 0.5920.40 1.00 15.3 4 7.46 0.95 0.25 0.05 0.56 0.593
TOTAL UD
30 6.8 2 50 6 2 30 7.22 2 50 10.18 2 6 10.95 2
20 10.95 2 30 12 2 50 7 2 30 6.5 2
Q máximo probable
Longitud (m)
φ comercial (pulg)
Longitud (m)
Ф (pulg) tubería de ventilación
12
V (m/s) f (kg/m2)
q d pulg Dmetro S Qll0.55 0.15 1 1.2328 4.00 0.10 0.006 5.7790.55 0.15 2 1.2328 4 0.10 0.006 5.779
0.55 0.15 3 1.3401 4 0.10 0.006 5.7790.57 0.15 4 1.7825 4 0.10 0.006 5.7790.62 0.15 5 2.9814 4 0.10 0.006 5.7790.63 0.15 6 3.1975 4 0.10 0.006 5.7790.63 0.15 7 3.2152 4 0.10 0.006 5.7790.63 0.15 8 3.2152 4 0.10 0.006 5.7790.63 0.15 9 3.2152 4 0.10 0.006 5.7790.53 0.15 10 0.8484 4 0.10 0.006 5.7790.58 0.15 11 1.9188 4 0.10 0.006 5.7790.53 0.15 12 0.8157 4 0.10 0.006 5.7790.53 0.15 13 0.8157 4 0.10 0.006 5.7790.53 0.15 14 0.9432 4 0.10 0.006 5.779
75/3" 110/4"
303024
15.6 6515 58
10.8 45
q/Qll s/S S0.213 1.368 0.0082080.213 1.368 0.008208
0.232 1.305 0.007830.308 1.135 0.006810.516 0.909 0.0054540.553 0.888 0.0053280.556 0.88 0.005280.556 0.88 0.005280.556 0.88 0.005280.147 1.675 0.010050.332 1.095 0.006570.141 1.708 0.0102480.141 1.708 0.0102480.163 1.585 0.00951
TRAMO APART No UC U.C total FS U.CR ACCESORIO N° Le LtINICIO FINAL
A BLavamanos 1 1 1Ducha 1 2 2Sanitario 1 3 3Total 3 6 0.7071 4.24264
Caudal (L/s) 0.3141080.000314 8.28
V (m/s) 2.00000A (m^2) 0.00016Diametro (") 0.01973D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 0.61990J (m/m) 0.01915
TRAMO APART No UC U.C total FS U.CR ACCESORIO N° Le LtINICIO FINAL
B D
Fregadero 1 2 2 codo 90 2Lavadora 1 2 2 tee 1Lavaplatos 1 3 3Lavadero 1 3 3Total 7 16 0.4082 8.26402
Caudal (L/s) 0.4967630.000497 6.25
V (m/s) 2.00000A (m^2) 0.00025Diametro (") 0.03121D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 0.98037J (m/m) 0.04472
TRAMO APART No UC U.C total FS U.CR ACCESORIO N° Le LtINICIO FINAL
C D
Sanitario 1 3 3 codo 90 1Ducha 1 2 2 tee 1Lavamanos 1 1 1
0
0Total 3 6 0.7071 4.24264
Caudal (L/s) 0.3141080.000314 LH 3.2
V (m/s) 2.00000A (m^2) 0.00016
Diametro (") 0.01973D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 0.61990J (m/m) 0.01915
TRAMOAPART No UC U.C total FS U.CR
ACCESORIO N° Le LtINICIO FINAL
D E
Frefadero 2 2 4Lavadora 2 2 4Lavaplatos 2 3 6Lavadero 2 3 6Total 18 42 0.2425 10.1865
Caudal (L/s) 0.5735840.000574 7.9
V (m/s) 2.00000A (m^2) 0.00029Diametro (") 0.03604D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 1.13198J (m/m) 0.05834
TRAMOAPART No UC U.C total FS U.CR
ACCESORIO N° Le LtINICIO FINAL
G F
Lavamanos 1 1 1 codo 90 1Sanitario 1 3 3 tee 3Ducha 1 2 2
Total 3 6 0.7071 4.24264Caudal (L/s) 0.314108
0.000314 9V (m/s) 2.00000A (m^2) 0.00016Diametro (") 0.01973D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 0.61990J (m/m) 0.01915
TRAMO APART No UC U.C total FS U.CR ACCESORIO N° LeINICIO FINAL
E F
Frefadero 1 2 2 codo 90 1Lavadora 1 2 2 tee 2
E F Lavaplatos 1 3 3Lavadero 1 3 3
Total 25 58 0.2041 11.8392Caudal (L/s) 0.636046
0.000636 8.6V (m/s) 2.00000A (m^2) 0.00032Diametro (") 0.03996D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 1.25525J (m/m) 0.07064
TRAMOAPART No UC U.C total FS U.CR
ACCESORIO N° LeINICIO FINAL
G F
Lavamanos 1 1 1 codo 90 1Sanitario 1 3 3Ducha 1 2 2
tee 2
Total 3 6 0.7071 2.12132Caudal (L/s) 0.195039
0.000195 7.3V (m/s) 2.00000A (m^2) 0.00010Diametro (") 0.01225D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051V (m/s) real 0.38491J (m/m) 0.00793
TRAMOAPART No UC U.C total FS U.CR
ACCESORIO N° LeINICIO FINAL
F H
Frefadero 1 2 2 codo 90 1Lavadora 1 2 2 tee 3Lavaplatos 1 3 3Lavadero 1 3 3
Total 32 74 0.1796 13.2908Caudal (L/s) 0.688686
0.000689 2.7V (m/s) 2.00000A (m^2) 0.00034Diametro (") 0.04327D comer (") 1.00000D comer (m) 0.02540A (m^2) 0.00051
V (m/s) real 1.35914J (m/m) 0.08
TRAMO UNIDAD Q V hv j θ Longitud de tubería en
L/s m/s mca m/m pulg Horizontal Vertical1 2 3 4 5 6 7 8 9
1 (DUCHA)
A-B 4.2426407 0.314 0.62 0.02 0.019 1 2.4 0.7B-D 8.2640235 0.497 0.98 0.05 0.045 1 9.2 0D-E 10.19 0.574 1.13 0.07 0.058 1 5 0E-F 11.84 0.636 1.26 0.08 0.071 1 4.68 0F-H 13.29 0.689 0.62 0.02 0.082 1 5.75 0
H- TANQUE 9.18 0.51 1.01 0.05 0.047 1 11.37 0
Longitud de tubería en total J PresiónAccesorios mca mca
10 11 12 132.000
0 3.1 0.059 2.7790.9 10.1 0.452 3.2800 5 0.292 3.637
0.4 5.08 0.359 4.0760.9 6.65 0.544 4.6401.1 12.47 0.585 5.277 15.830
INTENSIDAD DE LLUVIA=100mm/hBAJANTES DE AGUAS LLUVIASÁREA (m2)
BAJANTES Propia Otra
BALL1 517 5 14.373
BALL2 341 4 9.480BALL 3 409 5 11.370BALL4 256 4 7.117
CANALETAS O CANOAS(SEMICIRCULARES)ÁREA (m2)
Propia Otra
CANALETA 1 517 5 14.373CANALETA 2 341 4 9.480CANALETA 3 409 5 11.370CANALETA 4 256 4 7.117
DÍAMETRO (Pulg)
CAUDAL (Lps)
DÍAMETRO (Pulg)
CAUDAL (Lps)
ColectorÁrea (m2)
S (%)
Diseño
Qo Vo
BALL COLECTOR (L/s) (m/s)
1 1 517.00 5.17 0.80 22 5 12.10 0.99
2 2 341.00 3.41 1.00 19 4 7.46 0.95
3 3 409.00 4.09 1.00 20 5 13.53 1.10
4 4 256.00 2.56 1.00 16 4 7.46 0.95
Q agua lluvia (lps)
long (m)
φ comercial (pulg)
0,8 m/s 0.15
Diseño
q/Q V/Vo f/Ft V (m/s) f (kg/m2)Ft
(kg/m2)
0.25 0.43 0.70 0.60 0.69 0.15
0.25 0.46 0.90 0.60 0.85 0.15
0.31 0.30 0.32 0.23 0.35 0.07
0.25 0.34 0.45 0.42 0.42 0.10