CLCULO

CALCULOS HIDRAULICOS ROCIADORES SEGN NFPA13

NOMBRE DEL CONTRATOFECHA8/2/14SISTEMA DE ROCIADORESHOJA1/4

LONGITUD ENTRE RAMALES3.00DENSIDAD APLICACIN5L/min m2SUPERFICIE TOTAL1081.65m2TIPO ROCIADOR / CANTVIKING UPRIGHT, 141, 1/2", DN20, K79, BRASSN ROC.40DISTANCIA ENTRE ROCIADORES3.00AREA COBERTURA ROCIADOR9.0m2AREA DE DISEO360m2N ROCIADORES DE DISEO30PASO DE CALADOIDENTIFICACION Y SITUACION DE LAS BOQUILLASCAUDAL (L/Min)DIAM TUB.ACCESORIOSLONGITUD EQUIVALENTE DE TUBERIAPERDIDA de CARGA bar/metroDESGLOSE DE PRESIONPRESION NORMALCoef KVELOC m/sgNOTASPASO DE CALADOudsTIPOL.EquivAcces.101BL - SALA 5q=36.6TLONG.C=120Pt0.35Pt0.0076684981800.4310C0.6TRAMO3.2PhPv0.0025391199PRESION RESIDUAL A.S = 0,35 BARVaACCES00.0024bMtrQ=45VcTOTAL3.2DP0.0076684981Pn0.0051293782202BL - SALA 5q=47.8436.6TLONG.C=120Pt0.3576684981Pt0.4235550845800.8822C0.6TRAMO6PhPv0.010808584Q= 80 * 1,41 Bar = 95,1 L/minVaACCES1.20.0092bMtrQ=93VcTOTAL7.2DP0.0658865864Pn0.4127465005303COL 1 1/2"q=52.0642.7TLONG.C=120Pt0.4235550845Pt0.476705616801.0131C0.9TRAMO4.5PhPv0.0142122535VaACCES0.90.0098bMtrQ=145VcTOTAL5.4DP0.0531505315Pn0.4624933624404BL - SALA 6q=36.6TLONG.C=120Pt0.35Pt0.3591063415800.4341C0.6TRAMO3.2PhPv0.0025391199PRESION RESIDUAL A.S = 0,35 BARVaACCES0.60.0024bMtrQ=45VcTOTAL3.8DP0.0091063415Pn0.3565672216505BL - SALA 6q=47.9436.6TLONG.C=120Pt0.3591063415Pt0.393946414800.8851C0.6TRAMO3.2PhPv0.0108309641VaACCES0.60.0092bMtrQ=93VcTOTAL3.8DP0.0348400726Pn0.3831154499606SALA 6 A COLECTOR 2"q=5554.81T3LONG.C=120Pt0.476705616Pt0.5239988166801.24Se suman los caudales procedentes del6CTRAMO1.4PhPv0.0214312022colector de 1 1/2" y del pasillo de la sala 6VaACCES30.0107bMtrQ=293VcTOTAL4.4DP0.0472932006Pn0.5025676145707-08ESCALERAq=36.6TLONG.C=120Pt0.35Pt0.372893474800.8671C0.6TRAMO2.05PhPv0.0101564795PRESION RESIDUAL A.S = 0,35 BARVaACCES0.60.0086bMtrQ=90VcTOTAL2.7DP0.022893474Pn0.3627369945809ESCALERAq=48.852003372542.7TLONG.C=120Pt0.37Pt0.3985416747800.9781C0.3TRAMO2.52PhPv0.0130489425VaACCES0.30.0091bMtrQ=139VcTOTAL2.8DP0.0256482007Pn0.38549273229ESCALERA A COLECTOR 2"q=54.81T3LONG.C=120Pt0.52Pt0.6200322404801.839CTRAMO1.36PhPv0.0465479406Se aade el caudal procedente de lasVaACCES30.0220bMtrescalerasQ=432VcTOTAL4.4DP0.0960334238Pn0.5734842998

HOJA2/4

PASO DE CALADOIDENTIFICACION Y SITUACION DE LOS ROCIADORESCAUDAL (L/Min)DIAM TUB.ACCESORIOSLONGITUD EQUIVALENTE DE TUBERIAPERDIDA de CARGA bar/metroDESGLOSE DE PRESIONPRESION NORMALCoef KVELOC.NOTASPASO DE CALADOudsTIPOLong. Equiv. Acces.1010COLECTOR 2"q=62.993700785154.8TLONG.C=120Pt0.62Pt0.7107026026802.1010CTRAMO3.2PhPv0.0611150997VaACCES00.0283bMtrQ=495VcTOTAL3.2DP0.0906703622Pn0.64958750291111-12BL - SALA 4q=36.6TLONG.C=120Pt0.35Pt0.4140564034800.88111C0.6TRAMO6.4PhPv0.010808584VaACCES0.60.0092bMtrQ=93VcTOTAL7.0DP0.0640564034Pn0.40324781951213COLECTOR 2"q=67.442543373454.81T3LONG.C=120Pt0.71Pt1.0059005146802.7812CTRAMO3.2PhPv0.1071102232VaACCES30.0476bMtrQ=655VcTOTAL6.2DP0.295197912Pn0.89879029141314COLECTOR 2"q=80.235673448454.8TLONG.C=120Pt1.0059005146Pt1.1945628688803.1213CTRAMO3.2PhPv0.1349491138VaACCES00.0590bMtrQ=735VcTOTAL3.2DP0.1886623541Pn1.0596137551415COLECTOR 2 1/2"q=87.436847840166.9TLONG.C=120Pt1.1945628688Pt1.3071816459802.34141C0.9TRAMO3.2PhPv0.0760608844VaACCES0.90.0275bMtrQ=823VcTOTAL4.1DP0.1126187771Pn1.23112076151516-17EVAC. SALA 6q=36.61T1.8LONG.C=120Pt0.35Pt800.86151C0.9TRAMO1.85PhPvPRESION RESIDUAL A.S = 0,35 BARVaACCES2.70.0086bMtrQ=90VcTOTAL4.6DP0.0393076629Pn016BL - SALA 7q=42.7TLONG.C=120Pt0.3893076629Pt800.63161C1.2TRAMO10.86PhPvVaACCES1.20.0041bMtrQ=90VcTOTAL12.1DP0.0491792916Pn01718BL - SALA 7q=52.974677992942.7TLONG.C=120Pt0.4384869544Pt801.00171C1.2TRAMO3.2PhPvVa1.20.0096bMtrQ=143VcTOTAL4.4DP0.0422443254Pn01819BL - SALA 7q=55.467830237942.7TLONG.C=120Pt0.4807312799Pt801.39181C1.2TRAMO3.2PhPvVaACCES1.20.0176bMtrQ=198VcTOTAL4.4DP0.0774752888Pn01920BL - SALA 7q=59.77057837854.8TLONG.C=120Pt0.5582065687Pt801.09191C1.5TRAMO4.5PhPvVaACCES1.50.0085bMtrQ=258VcTOTAL6.0DP0.0510175691Pn0

HOJA3/4

2021-22SALA 7 A COLECTOR 3"q=132.436847840188.81T4.6LONG.C=120Pt1.3071816459Pt801.96Se suman los caudales procedentes de la20CTRAMO3.2PhPvevacuacin de la sala 6 y del pasillo de la VaACCES4.60.0142bMtrsala 7.Q=1214VcTOTAL7.8DP0.1106861824Pn02123BL - SALA 3q=36.6TLONG.C=120Pt0.35Pt0.0091063415800.43211C0.6TRAMO3.2PhPv0.0025391199PRESION RESIDUAL A.S = 0,35 BARVaACCES0.60.0024bMtrQ=45VcTOTAL3.8DP0.0091063415Pn0.00656722162224BL - SALA 3q=49.915619223336.6TLONG.C=120Pt0.3591063415Pt800.90221C0.6TRAMO3.2PhPvVaACCES0.60.0095bMtrQ=95VcTOTAL3.8DP0.0362222562Pn02325-26SALA 3 A COLECTOR 3"q=91.465635808988.81T4.6LONG.C=120Pt1.4178678283Pt802.2623CTRAMO3.2PhPvSe aade el caudal del pasillo de la sala 3VaACCES4.60.0185bMtrQ=1400VcTOTAL7.8DP0.1441733639Pn02427-28COLECTOR 3"q=144.98531707388.81T4.6LONG.C=120Pt1.5620411922Pt802.4924CTRAMO3.2PhPvVaACCES4.60.0222bMtrQ=1545VcTOTAL7.8DP0.1730065246Pn02529-30COLECTOR 3"q=92.940385744288.81T4.6LONG.C=120Pt1.7350477168Pt802.64251C2.1TRAMO3.2PhPvVaACCES6.70.0247bMtrQ=1638VcTOTAL9.9DP0.2446468417Pn02630-31COLECTOR 3"q=157.561295188895.51T4.6LONG.C=120Pt1.9796945585Pt802.5126C2.1TRAMO3.2PhPvVaACCES4.60.0206bMtrQ=1795VcTOTAL7.8DP0.1603061083Pn02732BL - SALA 2q=36.6TLONG.C=120Pt0.35Pt0.0091063415800.43271C0.6TRAMO3.2PhPv0.0025391199PRESION RESIDUAL A.S = 0,35 BARVaACCES0.60.0024bMtrQ=45VcTOTAL3.8DP0.0091063415Pn0.00656722162833BL - SALA 2q=47.940385744242.7TLONG.C=120Pt0.3591063415Pt800.65281C0.6TRAMO3.2PhPvVaACCES0.60.0043bMtrQ=93VcTOTAL3.8DP0.0164455418Pn0

HOJA4/4

2934BL - SALA 2q=49.025830464242.7TLONG.C=120Pt0.3755518832Pt800.99291C2.1TRAMO3.2PhPvVaACCES2.10.0095bMtrQ=142VcTOTAL5.3DP0.0502232082Pn03035-36SALA 2 A COLECTOR 3 1/2"q=311.197300164195.5TLONG.C=120Pt2.1400006668Pt803.07301C2.1TRAMO3.2PhPvSe aade el caudal del pasillo de la sala 2VaACCES2.10.0299bMtrQ=2200VcTOTAL5.3DP0.1585789467Pn031COLECTOR 3 1/2"q=95.5TLONG.C=120Pt2.2985796135Pt803.0731CTRAMO9.4PhPvVaACCES00.0299bMtrQ=2200VcTOTAL9.4DP0.2812532262Pn032COLECTOR 4" A PTO. CONTROLq=108.21T6.1LONG.C=120Pt2.5798328397Pt802.39322C3TRAMO49Ph0.637Pv1Va3.7ACCES22.50.0163bMtrQ=22001Vc6.7TOTAL71.5DP1.8016766289Pn033PTO. CONTROL A ABA.q=161.5TLONG.C=120Pt4.3815094687Pt801.07331C3TRAMO100Ph0.833PvVaACCES30.0023bMtrQ=2200VcTOTAL100.0DP1.0646252356Pn0

L/minGPMm3 HORABARPSIRESOLUCIONCAUDAL DE DEMANDA 2200661132PRESION MINIMA5.4577.8ACEPTABLE

NOTAS:LONGITUDES EQUIVALENTES DE ACCESORIOS S/ NFPA13 TABLA 6-4,3,1

Hoja2141 1/41 1/222 1/233 1/2456810

INFO GENERALEste documento se ha desarrollado para dimensionar sistemas de rociadores automticos, siguiendo las exigenciasestablecidas en la NFPA 13: "Standard for the installation of sprinkler systems"; 2004 ed.Concretamente, el archivo responde a la metodologa de clculo Hazen & Williams.El autor del archivo lo cede voluntariamente a los administradores del sitio web www.soloarquitectura.com para disposicinde los usuarios.No se derivarn responsabilidades hacia el autor del archivo, ni hacia los administradores de www.soloarquitectura.com,por un uso indebido de esta hoja de clculo.El uso de esta hoja NO garantiza el cumplimiento de la correspondiente Normativa. Simplemente, es una herramienta declculo que permitir la verificacin de cumplimiento de los parmetros que en ella se referencian, y facilitar el desarrollodel proyecto general.