暖通建環(huán)畢業(yè)設計說明書(福州民航大廈空調系統(tǒng)設計)-資料下載頁
2025-08-01 21:39本頁面
【正文】 FG1246300501315715091666FG85170050439825082906FG75440050114576942151FG65710050360122942895FG167000115246516440713991806FH222650045584017924601252FH2130100501261213474FH19337005017512661017FH1737300501545326871FH154090050110673921460FH14427005017014281129FH1344500765450112834651748FH1246300501315715091666FH8517005015066271133FH75440050113386942032FH65710050373122943026FH1670001152465164481117597立管1立管管段水力計算表立管總阻力(Pa)125401立管最不利樓層樓層6 編號Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)VG18358005150143231124544VG27589004150194817102659VG3700000120400150166814552123VG4641100150156312211784VG5582200150146710071473VG652330015013798131193VG7464400125178913552144VG840550069746125160610331639VG93385005822212514277201147VG1027150046698100186711221990VG112045003517410015926371229VG121204008018066231429VG13372005018563251181VH18358005150143231124544VH27589004150194817102659VH3700000120400150166814552123VH4641100150156312211784VH5582200150146710071473VH652330015013798131193VH7464400125178913552144VH840550069746125160610331639VH93385005822212514277201147VH1027150046698100186711221990VH112045003517410015926371229VH121204008018066231429VH13372005018563251181立管1樓層1水力計算表最不利環(huán)路阻力(Pa)43938最有利環(huán)路阻力23760樓層內不平衡率%編號Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)FG1372005016221951817FG229100503139596735FG324600401367396764FG420100401712265977FG515600321433300733FG6001500000FG781002536535931246FG8360020122651232388FG936002015555570FG100015001000FH1372005017651951960FH229100503157596753FH324600401367396764FH420100401712265977FH515600321377300677FH6001500000FH781002536125931205FH8360020124191232543FH936002038185223FH100015001000E14500774253033025630559E24500774253513025630607E34500774253033025630559E415600326251298013606E54500774253513025630607E618001513833060431987E718001512933060431897立管1樓層2水力計算表最不利環(huán)路阻力(Pa)60956最有利環(huán)路阻力38732樓層內不平衡率%編號Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)FG18320065111919773096FG2162003236559711626FG31170032197169266FG472002519651561121FG50015001000FG6670001152465164336311661529FG763400651527348875FG8526005014499732422FG949000842850111635631726FG104540050117984832282FG1140900501130392522FG12382005019813421323FG13355006106501201296497FG14310005332508653611225FG15001500000FG16310005332501137225363FG17108004321603144747FG183600201362123486FG190015001000FH1832006512311801411FH2162003237049711675FH31170032122169191FH472002519651561121FH50015001000FH6670001152465164333911661504FH763400651593348941FH8526005013939732367FH949000842850111635631726FH104540050117984832282FH1140900501267392659FH12382005019813421323FH1335500610650197296393FH14310005332509453611305FH15001500000FH16310005332501118225343FH1710800321558144701FH183600201478123601FH190015001000E14500774256683025630924E24500774255283022030747E372002515254056242087E436002016323051832150E53600206413051831159E63600206413051831159E74500774255543025630810E82700207413029131033E92700207413029131033E104500774255543025630810E11265004558408692505625925E124500774256113023230843E1372002521674074942917E1436002015283051832046立管1樓層3水力計算表最不利環(huán)路阻力(Pa)73384最有利環(huán)路阻力36722樓層內不平衡率%編號Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)FG1841006525
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