redes de distribucion

4
INSTALACION DE LA RED DE AGUA POTABLE Y SANEAMIENTO DEL CENTRO POBLADO LA FLORIDA - POLVORA- TOCACHE-SAN MARTIN ING. SANITARIA ING. ELVIS ANDRES RODRIGUEZ FLORES ID Label Length (m) Start Node Stop Node Diameter (mm) Material Hazen-Williams C Flow (L/s) 33 P-1 760 T-1 J-1 63 PVC 150 2 35 P-2 71 J-1 J-2 63 PVC 150 1 37 P-3 48 J-2 J-3 63 PVC 150 0 39 P-4 66 J-3 J-4 63 PVC 150 0 41 P-5 46 J-4 J-5 63 PVC 150 0 43 P-6 64 J-5 J-6 63 PVC 150 0 45 P-7 49 J-6 J-7 63 PVC 150 0 47 P-8 71 J-7 J-8 63 PVC 150 0 49 P-9 58 J-8 J-9 63 PVC 150 0 51 P-10 47 J-9 J-10 63 PVC 150 0 53 P-11 57 J-10 J-11 63 PVC 150 0 55 P-12 71 J-11 J-12 63 PVC 150 0 57 P-13 50 J-12 J-13 63 PVC 150 0 59 P-14 60 J-13 J-14 63 PVC 150 0 61 P-15 54 J-14 J-15 63 PVC 150 0 63 P-16 71 J-15 J-16 63 PVC 150 0 65 P-17 57 J-16 J-17 63 PVC 150 0 69 P-19 29 J-18 J-19 63 PVC 150 0 71 P-20 35 J-18 J-20 63 PVC 150 0 73 P-21 57 J-17 J-21 63 PVC 150 0 75 P-22 56 J-21 J-22 63 PVC 150 0 77 P-23 72 J-22 J-23 63 PVC 150 0 79 P-24 117 J-23 J-24 63 PVC 150 0 83 P-27 52 J-9 J-25 63 PVC 150 0 85 P-28 59 J-25 J-26 63 PVC 150 0 87 P-29 40 J-17 J-27 63 PVC 150 0 88 P-30 243 J-27 J-18 63 PVC 150 0 89 P-31 63 J-26 J-27 63 PVC 150 0 91 P-32 52 J-9 J-28 63 PVC 150 0 93 P-33 216 J-28 J-29 63 PVC 150 0 95 P-34 170 J-14 J-30 63 PVC 150 0

Upload: ruben-pena-villalba

Post on 16-Jul-2016

10 views

Category:

Documents


1 download

DESCRIPTION

Redes de Distribucion

TRANSCRIPT

Page 1: Redes de Distribucion

INSTALACION DE LA RED DE AGUA POTABLE Y SANEAMIENTO DEL CENTRO POBLADO LA FLORIDA - POLVORA-TOCACHE-SAN MARTIN

ING. SANITARIA ING. ELVIS ANDRES RODRIGUEZ FLORES

ID Label Length (m) Start Node Stop Node Diameter (mm) Material Hazen-Williams C Flow (L/s)33 P-1 760 T-1 J-1 63 PVC 150 235 P-2 71 J-1 J-2 63 PVC 150 137 P-3 48 J-2 J-3 63 PVC 150 039 P-4 66 J-3 J-4 63 PVC 150 041 P-5 46 J-4 J-5 63 PVC 150 043 P-6 64 J-5 J-6 63 PVC 150 045 P-7 49 J-6 J-7 63 PVC 150 047 P-8 71 J-7 J-8 63 PVC 150 049 P-9 58 J-8 J-9 63 PVC 150 051 P-10 47 J-9 J-10 63 PVC 150 053 P-11 57 J-10 J-11 63 PVC 150 055 P-12 71 J-11 J-12 63 PVC 150 057 P-13 50 J-12 J-13 63 PVC 150 059 P-14 60 J-13 J-14 63 PVC 150 061 P-15 54 J-14 J-15 63 PVC 150 063 P-16 71 J-15 J-16 63 PVC 150 065 P-17 57 J-16 J-17 63 PVC 150 069 P-19 29 J-18 J-19 63 PVC 150 071 P-20 35 J-18 J-20 63 PVC 150 073 P-21 57 J-17 J-21 63 PVC 150 075 P-22 56 J-21 J-22 63 PVC 150 077 P-23 72 J-22 J-23 63 PVC 150 079 P-24 117 J-23 J-24 63 PVC 150 083 P-27 52 J-9 J-25 63 PVC 150 085 P-28 59 J-25 J-26 63 PVC 150 087 P-29 40 J-17 J-27 63 PVC 150 088 P-30 243 J-27 J-18 63 PVC 150 089 P-31 63 J-26 J-27 63 PVC 150 091 P-32 52 J-9 J-28 63 PVC 150 093 P-33 216 J-28 J-29 63 PVC 150 095 P-34 170 J-14 J-30 63 PVC 150 0

Page 2: Redes de Distribucion

INSTALACION DE LA RED DE AGUA POTABLE Y SANEAMIENTO DEL CENTRO POBLADO LA FLORIDA - POLVORA-TOCACHE-SAN MARTIN

ING. SANITARIA ING. ELVIS ANDRES RODRIGUEZ FLORES

96 P-35 57 J-15 J-23 63 PVC 150 097 P-36 57 J-16 J-22 63 PVC 150 098 P-37 62 J-11 J-16 63 PVC 150 099 P-38 63 J-10 J-17 63 PVC 150 0

100 P-39 61 J-12 J-15 63 PVC 150 0101 P-40 53 J-6 J-13 63 PVC 150 0102 P-41 51 J-7 J-12 63 PVC 150 0103 P-42 49 J-8 J-11 63 PVC 150 0104 P-43 38 J-26 J-10 63 PVC 150 0105 P-44 46 J-3 J-6 63 PVC 150 0106 P-45 47 J-2 J-7 63 PVC 150 0107 P-46 48 J-1 J-8 63 PVC 150 1108 P-47 66 J-28 J-1 63 PVC 150 -1110 P-48 37 J-25 J-31 63 PVC 150 0112 P-49 53 J-5 J-32 63 PVC 150 0113 P-50 62 J-32 J-13 63 PVC 150 0

Page 3: Redes de Distribucion

INSTALACION DE LA RED DE AGUA POTABLE Y SANEAMIENTO DEL CENTRO POBLADO LA FLORIDA - POLVORA-TOCACHE-SAN MARTIN

ING. SANITARIA ING. ELVIS ANDRES RODRIGUEZ FLORES

Velocity (m/s) Headloss Gradient0.7 0.008

0.21 0.0010.1 0

0.04 00.03 00.02 00.05 00.06 00.06 00.09 00.02 00.01 00.01 00.06 00.02 0

0 00.01 00.01 00.01 00.03 00.02 00.03 00.06 00.08 00.04 00.01 00.02 00.05 00.13 00.05 00.01 0

Page 4: Redes de Distribucion

INSTALACION DE LA RED DE AGUA POTABLE Y SANEAMIENTO DEL CENTRO POBLADO LA FLORIDA - POLVORA-TOCACHE-SAN MARTIN

ING. SANITARIA ING. ELVIS ANDRES RODRIGUEZ FLORES

0.05 00.03 00.06 00.06 00.06 00.06 00.08 00.12 00.03 00.05 00.1 0

0.27 0.0010.2 0.001

0.02 00.04 00.04 0