专题二建筑给排水水力计算

#/11建笊排水瞬羅iK乙晞背洽力计1F畫伽=仇髓力表*竝A/0=^.5VD=d.«伽3d«nodiL26Jb1&0VQ4VQVaVaraaa.390,74灵辭XIAO.S3佻曲GSD2.S30=6-2X?2LB791SS札8S0.005LUEfrO?..sotLftS4=160.T510.S30.95削阪1.75直£53=1AClT51,55诂11.SBL04Q-C07L220.63|mCL713U3asii.9l0.8912.Bl1.130.WB1-31Or67注的肛弼訴67n-M昇那0-9513-梯】一卸0.009L39Q,7LZ20Q.SO3.890.M25.5*5114.531.Z80.4101.464752.310.84A.10CL97缶翻h册1乐311.350-<5120l5S0.62L&0也盟zsa4.49LOTnL1718.T7].4B&«15GS8(L09L790l92&naL035点1.19?.a)L3018.75LOS0.OZO0L卸厲如；,071.06i.i7L191toLHV.31R51±1.65］一佃0.02SU_7-t0190Z.311.193,«G1„33b.-t-Hl.y9.34)L5S剖.21L130.SD26U.T60.91L36LSI3.731.3fi6.611.&79.4SL.7Z也l・69Ll?0.C3D讪询X531.304.mL4G7.]Cl.GA10.18L!U2£.S32.33①中跡厲制XP52.74J..41电.曲I.审7.67LazILCOL992&M2.520.0400.WLL31,931.50■«3la698.20L9631.76u3EL6£L&g0.015LChO1.Z03.101.594.MlI79A702L0«]E.472.ZG32.48Z.K6ciflSflLML27S.27L6fl5=171S99.172.173X]52.36U.1A1610.0551.101⑶3.431.755.43皿9.61£281X792.5035,91X160.4&D1.151■翻缶&B1.B43--672»Q710.di丟38]<■40Z.S13?rW黑300®岳1.201.44X731.92£驰3.1510l452.4SIt即L713^.033.43G.U7A皿5.«7g£■722.251IL85盘S715LES乙耽0.0751.250一応4.012.06CJ42,3111.23也閒1&1G2.510.080LA3L604,142r136>54工3811,60?.751®63X01弟求鬥Q一甫水黄匡g"i厂蒲產＜m/f)(神i一恻科JTMf住称直径舫向作业：1、估算PL-2排水系统中，各横支管、立管以及排出管的管径。2、图2-4位层高3.6m的五层办公楼女卫生间的布置，室内外的标高差为0.3m，弓|入管埋深为-0.500m，若给水管到采用给水塑料管，试完成以下给水设计任务。（1）布置给水管网，完成给水平面布置图。（2）根据给水布置图，配置给水系统简图。（3）计算该系统所