Hydraulic Installation For Housing DWG Block for AutoCAD

Hydraulic Installation For Housing DWG Block for AutoCAD

Hydraulic installations and its calculates

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Tree no, bath, goes up, Main access, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, bath, low, S.c.a.f. Water tank, bath, goes up, Main access, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, bath, goes up, Main access, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, bath, low, S.c.a.f. Water tank, Roof installation, S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, bath, goes up, Main access, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, B.c.a.f., S.c.a.c., S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, living room, dinning room, kitchen, service room, yard, bath, goes up, garage, Main access, receiver, cupboard, bath, goes up, Main access, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, B.c.a.f., S.c.a.c., bath, goes up, Main access, bath, low, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, S.c.a.f. Water tank, B.c.a.f., S.c.a.c., B.c.a.f., S.c.a.c., bath, low, S.c.a.f. Water tank, B.c.a.f., S.c.a.c., bath, goes up, Main access, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, B.c.a.f., S.c.a.c., S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, bath, low, S.c.a.f. Water tank, B.c.a.f., S.c.a.c., B.c.a.f., S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, B.c.a.f., Water tank, S.c.a.f., service, bath, low, S.c.a.f. Water tank, B.c.a.f., S.c.a.c., B.c.a.f., S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, B.c.a.f., Water tank, S.c.a.f., service, Roof installation, S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, B.c.a.f., Water tank, S.c.a.f., service, S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, B.c.a.f., Water tank, S.c.a.f., service, Roof installation, S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, B.c.a.f., Water tank, S.c.a.f., service, Calculation of boiler expense, piece of furniture, washing machine, sink, sink, watering can, tub, pieces, Proposed expenditure, total, piece of furniture, spending, Proposed expenditure, watering can, tub, sink, sink, laundry, washing machine, Calculation of the units one, south, East, West, north, bath, goes up, Main access, bath, low, Ground floor, High plant hydraulic installation, tank, Of the municipal network, S.c.a.f. Water tank, Boiler, S.c.a.f. Water tank, Roof installation, S.c.a.f., service, B.c.a.f., S.c.a.f. Water tank, Water tank, lobby, dinning room, cut, dinning room, kitchen, service room, bath, bedroom, bath, cut, B.c.a.f., B.c.a.c., B.c.a.f., S.c.a.c., B.c.a.f., Water tank, S.c.a.f., service, sink, watering can, sink, Take home, Cistern with cap. Liters, Heater, tub, sink, sink, sink, watering can, sink, washing machine, laundry, Heater, Heater, Tinaco with cap. Lts., tub, sink, sink, washing machine, laundry, Tinaco with cap. Lts., Tinaco with cap. Lts., bath, bath, living room, dinning room, kitchen, service room, yard, garage, Master bedroom, study, Closet, bedroom, terrace, lobby, receiver, Take home, Cistern with cap. Liters, Take home, Cistern with cap. Liters, Of people’s capacity of water. Of the tinaco according to the result, observing the catalog duralon is a tank of capacity of the cistern of the cistern according to the catalog will propose a cistern rotomex of capacity of heater of hab hab. Of water day. Maximum l. Necessary in the hours of maximum demand will be: from l. According to the catalog, a model cinsa deposit heater with a capacity of l will be used., Water tank, M.a., M.a., Water tank, accessories, tee, Elbow, gate, coefficient, tee, Water tank, accessories, Elbow, coefficient, reduction, Calculation of pump capacity, Determine the expense to transport, Lts, Sec., Sec, Determine the diameter of the suction the diameter of the discharge, suction, suction, discharge, Commercial diameters, suction, discharge, The selected diameter must meet the minimum flow velocity, suction, suction, discharge, suction, The smaller losses are determined, suction, Pichancha valve, elbows, discharge, Check valve, elbows, The largest losses are determined, suction, discharge, Total suction, Total download, The total pumping head load is determined, formula, Hb ht, Determine the power of the pump, formula, According to the catalog, a pump, Brand evans model, Suction, Discharge, Power: hp, Water tank, accessories, coefficient, reduction, Water tank, accessories, coefficient, Water tank, accessories, coefficient, reduction, Water tank, accessories, coefficient, reduction, Water tank, accessories, Elbow, coefficient, Water tank, accessories, coefficient, reduction, Water tank, accessories, Elbow, coefficient, Water tank, accessories, tee, Elbow, gate, coefficient, Water tank, accessories, Elbow, coefficient, reduction, Water tank, accessories, coefficient, reduction, List of accessories of the water coefficients, Water tank, accessories, coefficient, Water tank, accessories, coefficient, net

Raw text data extracted from CAD file:

Arbol Nº \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler 1 2' 3 4 5' 7 8 9 A B C' D' E B C' 2' 3 4 8 1 E A Baño Baño Baja 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 4.55 16.20 S.C.A.F. a tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler 1 2' 3 4 5' 7 8 9 B C' 2' 3 4 8 1 E A \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler 1 2' 3 4 5' 7 8 9 A B C' D' E B C' 2' 3 4 8 1 E A Baño Baño Baja 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 4.55 16.20 S.C.A.F. a tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 PLANTA DE AZOTEA INSTALACIÓN HIDRÁULICA S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler 1 2' 3 4 5' 7 8 9 A B C' D' E B C' 2' 3 4 8 1 E A B.C.A.F. S.C.A.C. 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 Sala Comedor Cocina Cuarto de Servicio Patio \A1;\S1/2; Baño Sube Cochera Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1 2' 3 4 5' 7 8 9 1.30 2.70 5.00 1.80 3.20 2.90 A B C' D' E B C' 2' Recibidor Alacena NPT+0.15 NPT+0.30 NPT+0.45 NPT+0.30 NPT+0.30 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 3 4 8 1 E A \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler 1 2' 3 4 5' 7 8 9 A B C' D' E B C' 2' 3 4 8 1 E A B.C.A.F. S.C.A.C. \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 Baño Baño Baja 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 17.80 9.00 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 4.55 16.20 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler S.C.A.F. a tinaco 1 2' 3 4 5' 7 8 9 A B C' D' E B C' 2' 3 4 8 1 E A 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. S.C.A.C. B.C.A.F. S.C.A.C. Baño Baño Baja 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 4.55 16.20 S.C.A.F. a tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. S.C.A.C. \A1;\S1/2; Baño Sube Acceso Principal 1.90 2.40 1.25 2.20 2.20 2.45 5.40 1.30 2.70 5.00 1.80 3.20 2.90 17.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 M Cisterna De la red municipal S.C.A.F. a tinaco Boiler 1 2' 3 4 5' 7 8 9 A B C' D' E B C' 2' 3 4 8 1 E A B.C.A.F. S.C.A.C. 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 Baño Baño Baja 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 4.55 16.20 S.C.A.F. a tinaco 2 4 5 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. S.C.A.C. B.C.A.F. 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. Tinaco S.C.A.F. A servicio Baño Baño Baja 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 4.55 16.20 S.C.A.F. a tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. S.C.A.C. B.C.A.F. 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. Tinaco S.C.A.F. A servicio 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 PLANTA DE AZOTEA INSTALACIÓN HIDRÁULICA S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. Tinaco S.C.A.F. A servicio 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. Tinaco S.C.A.F. A servicio 3.95 2.00 1.70 4.00 2.20 1.50 2.50 \A1;2.80 \A1;1.20 \A1;5.00 \A1;3.80 9.00 4.55 16.20 PLANTA DE AZOTEA INSTALACIÓN HIDRÁULICA S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco 2 4 5 5' 6 7' 8' 9 A C C' D E 5' 2 4 6 8' 9 B.C.A.F. Tinaco S.C.A.F. A servicio 1,9 5,5 2,4 2,2 2,2 2,45 2,7 2,8 3,2 3,95 6,15 10,15 Cálculo del gasto del Boiler Mueble Lavadora Fregadero Lavabo Regadera Tina Piezas Gasto Propuesto 1 1 2 1 1 0.15 L 0.113 L 0.075 L ( 2) 0.113 L 0.113 L 0.639 L Total Mueble UM Gasto Gasto Propuesto Regadera Tina WC Lavabo Fregadero Lavadero Lavadora 2 0.15 L 2 3 1 2 3 3 0.15 L 0.20 L 0.10 L 0.15 L 0.20 L 0.20 L 0.113 L 0.113 L 0.20 L 0.075 L 0.113 L 0.20 L 0.15 L Cálculo de las unidades muebles ( UM ) ø 1 1/2 " SUR SE NE ESTE OESTE SW NW NORTE \A1;\S1/2; Baño Sube Acceso Principal Baño Baño Baja 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 1 2 3 4 5 7 8 6 9 10 11 12 13 14 15 16 PLANTA BAJA INSTALACIÓN HIDRÁULICA PLANTA ALTA INSTALACIÓN HIDRÁULICA M Cisterna De la red municipal S.C.A.F. a tinaco Boiler S.C.A.F. a tinaco PLANTA DE AZOTEA INSTALACIÓN HIDRÁULICA S.C.A.F. A servicio B.C.A.F. S.C.A.F. a tinaco Tinaco Vestíbulo Comedor CORTE B-B' Comedor Cocina Cuarto de Servicio Baño Recámara Baño Baño CORTE A-A' B.C.A.F. B.C.A.C. B.C.A.F. S.C.A.C. B.C.A.F. B.C.A.F. B.C.A.F. Tinaco S.C.A.F. A servicio Lavabo wc Regadera Lavabo wc 1 UM 3 UM 2 UM 1 UM 3 UM 0.113 L 0.20 L M Toma Domiciliaria Cisterna con cap. 2500 litros Calentador Tina Lavabo wc Fregadero Lavabo wc Regadera Lavabo wc Lavadora Lavadero Calentador 0.639 L 0.20 L 0.075 L 0.075 L 0.275 L 0.388 L 0.113 L 0.20 L Calentador Tinaco con cap. 450 lts. Tina Lavabo wc Fregadero 2 UM 1 UM 3 UM 2 UM 3 UM Lavadora 3 UM Lavadero 0.639 L 0.113 L 0.20 L 0.388 L 0.075 L 0.188 L 0.113 L 0.15 L 0.15 L 0.30 L 0.413 L 0.113 L 0.15 L 1.11 m 3 m 1.10 m 2 m 1.42 m 1.91 m 1.27 m 1.25 m 1.73 m 0.57 m 2.99 m 0.58 m 3.05 m 0.58 m 3.00 m 2.00 m 6.00 m 0.00 m 1.052 L 1.440 L 1 2 3 4 5 10 9 8 6 7 1.30 m 1.20 m 8.50 m 7.20 m Tinaco con cap. 450 lts. 0.61 m 1.56 m 1.00 m 0.94 m 0.74 m 0.69 m 1 8 6 7 2 3 4 5 9 B B' B B' A A A B D E 2 m 3 m 1.10 m Tinaco con cap. 450 lts. Tinaco con cap. 450 lts. 0.313 L 1 1' 2 5 5' \A1;1/2 baño 0,20 2.80 0,20 2.80 0,20 2,80 0,20 2.80 5 5 5 5 5 5 1,3 5 5.00 5 5 9.00 18.00 1 A B C D E F 2 3 4 5 6 7 8 1 1' 4 6' 7 8 5' 5 A F B' C C' D 4' 5 2.00 1,50 1,70 18.00 2,50 4.00 4.00 5.00 1.20 1.20 9.00 3.20 3.80 A A 1 6 7 8 A F D 2 9.00 5.80 3.20 5 5 18.00 1.50 1.60 6 Baño 0,15 0,15 Sala Comedor Cocina Cuarto de Servicio Patio Cochera Recámara Principal Estudio Clóset Recámara Recámara Terraza Vestíbulo Recibidor 6' 4 B B' A A M Toma Domiciliaria Cisterna con cap. 2500 litros M Toma Domiciliaria Cisterna con cap. 2500 litros \A1; \A1;CÁLCULO DE CAPACIDAD DEL TINACO \A1; \A1;Numero de personas =\A1; \A1;(3R*2)+1=7+1=8 personas. \A1;Dotacion = \A1;150L/hab/dia. \A1;Demanda diaria(D/d) =\A1; (8hab)(150L/hab/dia)=1200L. \A1;Capacidad del Tinaco =\A1; \A1;\C160;\S1/3;\A1; (1200L/dia) = 400L/dia. \A1; \A1;\C12;*De acuerdo con el reultado y observando el catalogo duralon se \A1;\C12;seleccionara un tinaco de 450L. \A1;\C5; \A1;\C24;CÁLCULO DE CAPACIDAD DE LA CISTERNA \A1; \A1;Capacidad de la cisterna = \A1;1200L+1200L-900L=1500L. \A1; \A1;*\A1;De acuerdo al catalogo se propondrá una cisterna Rotomex de 2500L. \A1; \A1;CÁLCULO DE CAPACIDAD DE CALENTADOR \A1; \A1;Número de personas \A1;= \A1;8 hab. \A1;Dotacion de agua caliente=\A1; 150 L/ hab./ día. \A1;Requerimiento diario=\A1; (8 hab.)(150 L/hab./día)= 1200 L/día. \A1;Demanda máxima horaria=\A1; \A1;(1200 L/día)(\A1;\fVerdana|b0|i0|c0|p34;\H0.70000x;\C160;\S1/7;\A1;\C160;)= 171.42 L. \A1;\C7;Agua necesaria en las horas de máxima demanda sera de: \A1;\C160;(171.42 L)(4 hrs.)= 685.68 L \A1;\C7;Capacidad del calentador=\A1;\C158; \A1;\C160;(685.68 L)(\A1;\fVerdana|b0|i0|c0|p34;\H0.70001x;\C160;\S1/5;\A1;\C160;)= 137.136 L. \A1;\C160; \A1;\C12;*De acuerdo al catálogo se usará un calentador de depósito \A1;\C12;marca cinsa modelo c-403 con capacidad de 150 L. ø 1 1/2 " ø 3/4" ø 1/2 " ø 1/2 " ø 1 1/4 " ø 1 ø 3/4" ø 3/4" ø 1/2 " ø 1/2 " 0.952 L 1.340 L 6.00 m 2.00 m 3.00 m 0.00 m 1.30 m 1.20 m 8.50 m 7.20 m 0.30 m 0.10 m 0.10 m 0.56 m 4.09 m 3.90 m Tinaco 2 Tinaco 1 4.916 m.c.a. 4.426 m.c.a. 4.036 m.c.a. 3.901 m.c.a. 6.196 m.c.a. 5.749 m.c.a. 5.490 m.c.a. 2.956 m.c.a. 4.653 m.c.a. 5.159m.c.a. 4.035 m.c.a. 3.991 m.c.a. 7.097 m.c.a. 7.189 m.c.a. 4.733 m.c.a. 5.764 m.c.a. Tinaco 1 Accesorios 1 - 2 Tee Codo de 90° Compuerta Coeficiente K 0.15 1.3 0.8 K = 3.55 Tee 1.3 Tinaco 1 Accesorios 2 - 3 1 1/2" (0.038786) Codo de 90° Coeficiente K K = 1.1475 2.0 3/4" (0.020599) Reducción 0.8 d1 d2 = 0.032791 0.020599 = 1.6 CÁLCULO DE CAPACIDAD DE LA BOMBA 1.- Determinar el gasto a transportar Q = ? V = 900 lts T = (10 min) (60 seg/1 min) = 600 seg. Q = V/T Q = 900 lts/600 seg = 1.5 l/s 2.- Determinar el diametro de la succion y el diametro de la descarga Succion = 1.3 Q Succion = 1.3 Descarga = 0.85 Descarga = 0.85 Q 0.0015 m /s = 0.0503 m 0.0015 m /s = 0.0329 m 3.- Diametros comerciales Succion = 0.0503 m = 1 1/2" = 0.04826 Descarga = 0.0329 m = 1 1/4" = 0.04216 4.- El diametro seleccionado debe cumplir con la velocidad minima del flujo 0.5 m/s Succion = 1 1/2" 0.04826 - (2 * 0.00145) = 0.04536 V succion = 0.0015 m /s (0.04536) 2 = 0.9282 m/s 4 0.5 m/s Descarga = 1 1/4" D = 0.032791 V succion = 0.0015 m /s (0.032791) 2 = 1.776 m/s 4 0.5 m/s 5.- Se determina las perdidas menores (h) Succion Valvula de pichancha 5 codos 90 1 TE 9.0 4.0 2.0 K = 15 h = K = 0.81 Q gd 2 4 hs = 15 0.81 (0.0015) 9.8 (0.04536) 2 4 hs = 0.659 m Descarga Valvula de check 10.0 8 codos 90 6.4 1 TE 2.0 K = 18.4 hd = 18.4 0.81 (0.0015) 9.8 (0.032791) 2 4 hd = 2.9596 6.- Se determina las perdidas mayores (H) Succion Hs = 10.293 (0.0015) (0.010) (0.04536) Hs = 0.203 m Descarga Hd = 10.293 (0.0015) (0.009) (0.032791) (1.95+0.17+0.53+0.33+2.66+0.40+0.12) = (0.22+5.87+6.10+6.93+2.77+2.20+1.31+6.78+2.20+1.31) = Hd = 5.517 m Total Succion H+h = 0.203m + 0.659m H+h = 0.862m Total Descarga H+h = 5.517m + 2.9596m H+h = 8.476m 7.- Se determina la carga o altura total de bombeo 2 2 2 2 -16 3 -16 3 Formula = P 1 + Z 1 + V 1 2g 2 + HB - Ht - H 1-2 = P 2 + Z 2 + V 2 2g 2 (0.9282 m/s) 2 (9.8 m/s ) 0 + 0 + 2 + HB - 0 - (0.862m + 8.476m) = 0 + 13.07 + (1.776 m/s) 2 (9.8 m/s ) 2 2 2 0.043 + HB - 9.338m = 13.07 + 0.160 HB = 13.07m + 0.160 + 9.338m - 0.043 HB = 22.52m 8.- Determinar la potencia de la bomba Formula = P = Q HB n 76 P = (1000 kg/m ) (0.0015 m/s) (22.52 m) (0.8) (76) 3 3 P = 0.555 HP *De acuerdo al catálogo se usará una bomba marca evans modelo 4HMEZ150 de succion 1 1/2" de descarga 1 1/4" Potencia: 1 1/2 HP 0.3475 Tinaco 1 Accesorios 3 - 4 Coeficiente K K = 2.18 2.0 1/2" (0.014453) Reducción d1 d2 = 0.020599 0.014453 = 1.43 0.18 3/4" (0.020599) Tinaco 1 Accesorios 4 - 5 Coeficiente K K = 2.18 2.0 1/2" (0.014453) 1/2" (0.014453) Tinaco 1 Accesorios 2 - 6 Coeficiente K K = 2.18 2.0 Reducción d1 d2 = 0.038786 0.032791 = 1.18 0.08 1 1/2" (0.038786) 1 1/4" (0.032791) Tinaco 1 Accesorios 6 - 7 Coeficiente K K = 2.26 2.0 Reducción d1 d2 = 0.032791 = 1.591 0.26 3/4" (0.020599) 1 1/4" (0.032791) 0.020599 Tinaco 1 Accesorios 7 - 8 2 Codo de 90° Coeficiente K K = 1.60 1.60 Tinaco 1 Accesorios 8 - 9 Coeficiente K K = 2.17 2.0 Reducción d1 d2 = 0.032791 = 1.43 0.17 1/2" (0.014453) 0.020599 3/4" (0.020599) Tinaco 1 Accesorios 9 - 10 Codo de 90° Coeficiente K K = 2.8 2.0 0.8 1/2" (0.014453) 1/2" (0.014453) Tinaco 2 Accesorios 1 - 2 Tee Codo de 90° Compuerta Coeficiente K 0.15 0.8 K = 2.25 1.3 Tinaco 2 Accesorios 2 - 3 1 1/2" (0.038786) Codo de 90° Coeficiente K K = 3.14 2.0 3/4" (0.020599) Reducción 0.8 d1 d2 = 0.038786 0.020599 = 1.9 Tinaco 2 Accesorios 3 - 4 Coeficiente K 2.0 Reducción d1 d2 = 0.014453 = 1.43 3/4" (0.020599) 0.020599 K = 2.18 Lista de Accesorios de los coeficientes K del tinaco 2 0.34 0.18 Tinaco 2 Accesorios 4 - 5 Coeficiente K 2.0 1/2" (0.014453) 1/2" (0.014453) 1/2" (0.014453) K = 2.0 Tinaco 2 Accesorios 2 - 6 Coeficiente K 2.0 Reducción d1 d2 = 0.020599 = 1.88 0.038786 K = 3.14 0.34 1 1/2" (0.038786) 3/4" (0.020599) Codo de 90° 0.8 Tinaco 2 Accesorios 6 - 7 Coeficiente K 2.0 Reducción d1 d2 = 0.014453 = 1.43 0.20599 K = 2.98 0.18 1/2" (0.014453) 3/4" (0.020599) Tinaco 2 Accesorios 6 - 8 Coeficiente K 2.0 Reducción d1 d2 = 0.014453 = 1.43 0.20599 K = 2.18 0.18 1/2" (0.014453) 3/4" (0.020599) Lista de Accesorios de los coeficientes K del tinaco 1 1.11 m 3 m 1.10 m 2 m 1.42 m 1.91 m 1.27 m 1.25 m 1.73 m 0.57 m 2.99 m 0.58 m 3.05 m 0.58 m ø 1 1/2 " ø 3/4" ø 1/2 " ø 1/2 " ø 1 ø 3/4" ø 3/4" ø 1/2 " ø 1/2 " 0.10 m ø 1 1/2 " ø 1/2" ø 3/4" ø 1/2" ø 1" ø 1/2" ø 3/4" ø 1/2" ø 1" ø 1" ø 3/4" ø 1/2" ø 3/4" ø 1" ø 1" ø 1" ø 1/2" ø 1/2" UNIVERSIDAD AUTONOMA DE SINALOA ESCUELA DE INGENIERIA CARRERA DE ARQUITECTURA TRABAJO: INSTALACIONES HIDRAULICAS CASA HABITACION \W9.48489; MATERIA: \W6.01741; INSTALACIONES HIDRAULICAS Y SANITARIAS PROFESORA: KARLA KARINA ROMERO VALDEZ \W9.23489; ALUMNOS: \W7.87455; ROCHA VALENZUELA MAX GUADALUPE \W9.11265; SANTOS MIRANDA RUTH MARIANNA GRUPO: 2-2 \W7.88462; FECHA: 9 DICIEMBRE 2008 PLANTAS ARQUITECTONICAS \W9.61585; ESCALA: \W9.99680; 1:100 \W4.30750; Universidad Autonoma \W4.59101; Sinaloa \W4.41059; Carrera: \W4.59101; Arquitectura \W4.32297; Materia: \W5.13043; Inst. Hidraulicas Sanitarias \W4.30750; Escala: \W4.59101; Acotacion: \W4.48018; s/e \W4.32297; Mts. \W4.32297; Maestra: \W5.13043; Ing. Karla Karina Romero \W4.59101; Alumnos: \W4.41059; Contenido: Calculo de Bomba \W5.50296; Santos Miranda Ruth Marianna \W5.38440; Rocha Valenzuela Max Gpe. \W4.30750; Universidad Autonoma \W4.59101; Sinaloa \W4.41059; Carrera: \W4.59101; Arquitectura \W4.32297; Materia: \W5.13043; Inst. Hidraulicas Sanitarias \W4.30750; Escala: \W4.59101; Acotacion: \W4.48018; s/e \W4.32297; Mts. \W4.32297; Maestra: \W5.13043; Ing. Karla Karina Romero \W4.59101; Alumnos: \W4.41059; Contenido: Coeficiente K \W5.50296; Santos Miranda Ruth Marianna \W5.38440; Rocha Valenzuela Max Gpe. \W4.30750; Universidad Autonoma \W4.59101; Sinaloa \W4.41059; Carrera: \W4.59101; Arquitectura \W4.32297; Materia: \W5.13043; Inst. Hidraulicas Sanitarias \W4.30750; Escala: \W4.59101; Acotacion: \W4.48018; s/e \W4.32297; Mts. \W4.32297; Maestra: \W5.13043; Ing. Karla Karina Romero \W4.59101; Alumnos: \W4.41059; Contenido: Coeficiente K \W5.50296; Santos Miranda Ruth Marianna \W5.38440; Rocha Valenzuela Max Gpe.

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, Housing, hydraulic, installation, installations, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, wasser bestimmung, water