【《某住宅楼热水供暖系统的采暖水力计算案例》8300字】_第1页
【《某住宅楼热水供暖系统的采暖水力计算案例》8300字】_第2页
【《某住宅楼热水供暖系统的采暖水力计算案例》8300字】_第3页
【《某住宅楼热水供暖系统的采暖水力计算案例》8300字】_第4页
【《某住宅楼热水供暖系统的采暖水力计算案例》8300字】_第5页
已阅读5页,还剩27页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

某住宅楼热水供暖系统的采暖水力计算案例1.1低区立管1水力计算工程名称分户计量-异程采暖系统热媒供水温度(℃)75回水温度(℃)50平均密度(kg/m3)983.28运动黏度(10-6m2/s)0.479系统形式楼层数9立管形式双管供回水方式下供下回立管数2立管关系异程总负荷(W)117080总流量(kg/h)4027.55最不利损失(Pa)7225表格目录编号表格名称表1系统最不利环路水力计算表表2总供回水干管水力计算表表3分支1供回水干管水力计算表表4分支1立管1供回水立管水力计算表表5分支1立管1楼层1水力计算表表6分支1立管1楼层2水力计算表表7分支1立管1楼层3水力计算表表8分支1立管1楼层4水力计算表表9分支1立管1楼层5水力计算表表10分支1立管1楼层6水力计算表表11分支1立管1楼层7水力计算表表12分支1立管1楼层8水力计算表表13分支1立管1楼层9水力计算表表14分支2供回水干管水力计算表表15分支2立管1供回水立管水力计算表表16分支2立管1楼层1水力计算表表17分支2立管1楼层2水力计算表表18分支2立管1楼层3水力计算表表19分支2立管1楼层4水力计算表表20分支2立管1楼层5水力计算表表21分支2立管1楼层6水力计算表表22分支2立管1楼层7水力计算表表23分支2立管1楼层8水力计算表表24分支2立管1楼层9水力计算表表1系统最不利环路水力计算表最不利阻力(Pa)7225最不利环路分支1立管1楼层3编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)SG1170804027.552500.5273.6101470147SH1170804027.552500.5273.6101470147SG11170804027.552500.5273.611.6147209356SG21170804027.552500.5273.611.6147209356BG1643632214.092400.4787.110.417444218BH1643632214.092400.4787.110.417444218VG1643632214.092400.4787.111.5174166340VG2551461897.022.9400.4164.612187162349VG3481651656.882.9400.3549.782144124268VH1643632214.092400.4787.111.5174166340VH2551461897.022.9400.4164.612187162349VH3481651656.882.9400.3549.782144124268DG13417461.542250.2337.041.57438112DH13417461.542250.2337.041.57438112IG113417461.544200.4107.0504280428IG212696436.743200.3897.050.12917298IG311446393.745.1200.3480.780.14126418IH113417461.547200.4107.0507490749IH212696436.745.1200.3897.050.14957502IH311446393.743200.3480.780.12426248R311132382.943200.3188.8316267732998表2总供回水干管水力计算表编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)SG1170804027.552500.5273.6101470147SH1170804027.552500.5273.6101470147SG11170804027.552500.5273.611.6147209356SH1527171813.462400.3959.230.311822141SG21170804027.552500.5273.611.6147209356SH2527171813.462400.3959.230.311822141表3分支1供回水干管水力计算表编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)BG1643632214.092400.4787.110.417444218BH1643632214.092400.4787.110.417444218表4分支1立管1供回水立管水力计算表立管总阻力(Pa)5781本分支最不利立管编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)VG1643632214.092400.4787.111.5174166340VG2551461897.022.9400.4164.612187162349VG3481651656.882.9400.3549.782144124268VG4317851093.42.9320.3145.38213293225VG525737885.352.9320.2530.3528861149VG6200296892.9250.3479.52231114344VG714631503.312.9250.2543.65212761187VG89473325.872.9200.2665.32218966256VG94595158.072.9200.1316.842491664VH1643632214.092400.4787.111.5174166340VH2551461897.022.9400.4164.612187162349VH3481651656.882.9400.3549.782144124268VH4317851093.42.9320.3145.38213293225VH525737885.352.9320.2530.3528861149VH6200296892.9250.3479.52231114344VH714631503.312.9250.2543.65212761187VH89473325.872.9200.2665.32218966256VH94595158.072.9200.1316.842491664表5分支1立管1楼层1水力计算表楼层总阻力(Pa)1480.17资用压力(Pa)4600楼层不平衡率67.80%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3825131.582200.112.021.524832DH3825131.582200.112.021.524832户内分支1IG13825131.584150.1837.7801510151IG2261189.823150.1319.540.159159IG397833.646.1150.052.780.117017IG454718.828.3150.031.560.413013IH13825131.588.3150.1837.7803140314IH2261189.826.1150.1319.540.11191120IH397833.643150.052.780.1808IH454718.824150.031.560.4606R1121441.763150.063.6816112940R2163356.183150.0811.4216345286R343114.833150.021.3116448R454718.823150.031.66135510户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG5392185.482200.1522.641.5451661DH5392185.482200.1522.641.5451661户内分支1IG15392185.484150.2668.7402750275IG24178143.723150.244.050.11322134IG3237381.635.1150.1116.590.185185IG456819.547150.031.620.411011IH15392185.487150.2668.7404810481IH24178143.725.1150.244.050.12252227IH3237381.633150.1116.590.150150IH456819.544150.031.620.4607R1121441.763150.063.6816112940R2180562.093150.0913.68164164105R3180562.093150.0913.68164164105R456819.543150.031.72135510表6分支1立管1楼层2水力计算表楼层总阻力(Pa)743.63资用压力(Pa)4152楼层不平衡率82.10%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3303113.622200.099.21.518624DH3303113.622200.099.21.518624户内分支1IG13303113.624150.1629.3101170117IG2250286.073150.1218.170.154155IG3131545.246.1150.066.080.137037IG434411.838.3150.020.980.4808IH13303113.628.3150.1629.3102430243IH2250286.076.1150.1218.170.11111112IH3131545.243150.066.080.118018IH434411.834150.020.980.4404R180127.553150.042.431671320R2118740.833150.063.616112838R397133.43150.052.941691827R434411.833150.021.0413325户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3678126.522200.111.191.522730DH3678126.522200.111.191.522730户内分支1IG13678126.524150.1835.301410141IG2287798.973150.1423.090.169170IG3156753.95.1150.088.180.142042IG435512.217150.021.010.4707IH13678126.527150.1835.302470247IH2287798.975.1150.1423.090.11181119IH3156753.93150.088.180.125025IH435512.214150.021.010.4404R180127.553150.042.431671320R2131045.063150.077.6916233457R3121241.693150.063.6716112940R435512.213150.021.0813325表7分支1立管1楼层3水力计算表楼层总阻力(Pa)3866.42本立管最不利楼层户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG2963101.932200.087.561.515520DH2963101.932200.087.561.515520户内分支1IG12963101.934150.1424.3097097IG2224277.123150.1115.050.145146IG3117540.426.1150.063.340.120021IG42849.778.3150.010.810.4707IH12963101.938.3150.1424.302020202IH2224277.126.1150.1115.050.192192IH3117540.423150.063.340.110010IH42849.774150.010.810.4303R172124.83150.042.191671017R2106736.73150.053.2316102232R389130.653150.042.71681624R42849.773150.010.8613314户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG13417461.542250.2337.041.57438112DH13417461.542250.2337.041.57438112户内分支1IG113417461.544200.4107.0504280428IG212696436.743200.3897.050.12917298IG311446393.745.1200.3480.780.14126418IG431410.87150.020.890.4606IH113417461.547200.4107.0507490749IH212696436.745.1200.3897.050.14957502IH311446393.743200.3480.780.12426248IH431410.84150.020.890.4404R172124.83150.042.191671017R21250433150.067.0816213152R311132382.943200.3188.8316267732998R431410.83150.020.9513324表8分支1立管1楼层4水力计算表楼层总阻力(Pa)484.59资用压力(Pa)4117楼层不平衡率77.30%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG281196.72200.086.871.514418DH281196.72200.086.871.514418户内分支1IG1281196.74150.1422.19089089IG22122733150.113.70.141142IG3109537.676.1150.053.120.119019IG42649.088.3150.010.750.4606IH1281196.78.3150.1422.1901840184IH22122736.1150.113.70.184184IH3109537.673150.053.120.1909IH42649.084150.010.750.4303R168923.73150.032.09166916R2102735.333150.053.111692130R383128.593150.042.521681421R42649.083150.010.813214户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3237111.352200.098.871.518624DH3237111.352200.098.871.518624户内分支1IG13237111.352150.1628.3057057IG2255687.932150.1218.840.138138IG3134646.32150.076.330.113013IG42749.432150.010.780.4202IH13237111.352150.1628.3057057IH2255687.932150.1218.840.138138IH3134646.32150.076.330.113013IH42749.432150.010.780.4202R168123.433150.032.06166915R2121041.623150.063.6716112940R3107236.883150.053.2516102232R42749.433150.010.8313214表9分支1立管1楼层5水力计算表楼层总阻力(Pa)606.51资用压力(Pa)4368楼层不平衡率69.00%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG262290.22200.076.061.512416DH262290.22200.076.061.512416户内分支1IG1262290.24150.1319.69079079IG2200268.873150.112.40.137038IG3101534.925.1150.052.890.115015IG42448.397150.010.690.4505IH1262290.27150.1319.6901380138IH2200268.875.1150.112.40.163064IH3101534.923150.052.890.1909IH42448.394150.010.690.4303R162021.333150.031.88166813R298733.953150.052.991691928R377126.523150.042.341671219R42448.393150.010.7413213户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3086106.162200.088.131.516522DH3086106.162200.088.131.516522户内分支1IG13086106.164150.1526.0601040104IG2244584.113150.1217.460.152153IG3127543.866.1150.065.770.135035IG42548.748.3150.010.720.4606IH13086106.168.3150.1526.0602160216IH2244584.116.1150.1217.460.11071107IH3127543.863150.065.770.117018IH42548.744150.010.720.4303R164122.053150.031.94166814R2117040.253150.063.5516112737R3102135.123150.053.091692030R42548.743150.010.7713213表10分支1立管1楼层6水力计算表楼层总阻力(Pa)486.6资用压力(Pa)4619楼层不平衡率58.40%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG248185.352200.075.491.511314DH248185.352200.075.491.511314户内分支1IG1248185.354150.1217.9072072IG2190165.393150.0911.360.134034IG395432.826.1150.052.710.117017IG42247.718.3150.010.640.4505IH1248185.358.3150.1217.901490149IH2190165.396.1150.0911.360.169070IH395432.823150.052.710.1808IH42247.714150.010.640.4303R158019.953150.031.76165712R294732.583150.052.871691826R373025.113150.042.211671017R42247.713150.010.6813213户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG2917100.342200.087.351.515519DH2917100.342200.087.351.515519户内分支1IG12917100.344150.1423.65095095IG2233780.393150.1116.160.148149IG3120741.525.1150.063.430.118018IG42358.087150.010.670.4505IH12917100.347150.1423.6501660166IH2233780.395.1150.1116.160.182183IH3120741.523150.063.430.110010IH42358.084150.010.670.4303R158019.953150.031.76165712R2113038.873150.063.4216102535R397233.443150.052.951691827R42358.083150.010.7113213表11分支1立管1楼层7水力计算表楼层总阻力(Pa)454.27资用压力(Pa)4869楼层不平衡率53.50%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG236281.252200.065.031.510313DH236281.252200.065.031.510313户内分支1IG1236281.254150.1116.46066066IG2182262.683150.0910.570.132032IG389530.796.1150.042.550.116016IG42047.028.3150.010.580.4505IH1236281.258.3150.1116.4601370137IH2182262.686.1150.0910.570.164065IH389530.793150.042.550.1808IH42047.024150.010.580.4202R154018.583150.031.64165611R292731.893150.052.811681725R369123.773150.032.09166916R42047.023150.010.6213213户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG279696.182200.086.811.514418DH279696.182200.086.811.514418户内分支1IG1279696.184150.1421.99088088IG2225677.613150.1115.210.146146IG3114639.425.1150.063.260.117017IG42157.47150.010.610.4404IH1279696.187150.1421.9901540154IH2225677.615.1150.1115.210.178178IH3114639.423150.063.260.110010IH42157.44150.010.610.4202R154018.583150.031.64165611R2111038.183150.063.3616102434R393132.033150.052.821681725R42157.43150.010.6513213表12分支1立管1楼层8水力计算表楼层总阻力(Pa)418.4资用压力(Pa)5120楼层不平衡率46.50%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG222176.42200.064.511.59312DH222176.42200.064.511.59312户内分支1IG1222176.44150.1114.81059059IG2172159.23150.089.590.129029IG383428.696.1150.042.370.114015IG41846.338.3150.010.520.4404IH1222176.48.3150.1114.8101230123IH2172159.26.1150.089.590.158059IH383428.693150.042.370.1707IH41846.334150.010.520.4202R150017.23150.021.5216559R288730.513150.042.691681523R365022.363150.031.97166814R41846.333150.010.5613212户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG265791.42200.076.211.512416DH265791.42200.076.211.512416户内分支1IG1265791.44150.1320.14081081IG2215774.23150.114.090.142143IG3108737.395.1150.053.090.116016IG41956.717150.010.550.4404IH1265791.47150.1320.1401410141IH2215774.25.1150.114.090.172172IH3108737.393150.053.090.1909IH41956.714150.010.550.4202R150017.23150.021.5216559R2107036.813150.053.2416102232R389230.683150.042.71681624R41956.713150.010.5913212表13分支1立管1楼层9水力计算表楼层总阻力(Pa)381.61资用压力(Pa)5371楼层不平衡率47.30%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG208071.552200.064.011.58210DH208071.552200.064.011.58210户内分支1IG1208071.554150.113.24053053IG2162055.733150.088.650.126026IG375425.946.1150.042.150.113013IG41645.648.3150.010.470.4404IH1208071.558.3150.113.2401100110IH2162055.736.1150.088.650.153053IH375425.943150.042.150.1607IH41645.644150.010.470.4202R146015.823150.021.3916448R286629.793150.042.621681523R359020.33150.031.79165712R41645.643150.010.513102户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG251586.522200.075.631.511415DH251586.522200.075.631.511415户内分支1IG1251586.524150.1218.33073073IG2205570.693150.112.970.139039IG3100534.575.1150.052.860.115015IG41745.997150.010.50.4303IH1251586.527150.1218.3301280128IH2205570.695.1150.112.970.166067IH3100534.573150.052.860.1909IH41745.994150.010.50.4202R146015.823150.021.3916448R2105036.123150.053.1816102231R383128.593150.042.521681421R41745.993150.010.5313202表14分支2供回水干管水力计算表编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)BG1527171813.462400.3959.230.411830148BH1527171813.462400.3959.230.411830148表15分支2立管1供回水立管水力计算表立管总阻力(Pa)4205本分支最不利立管编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)VG1527171813.462400.3959.231.5118111230VG2425401463.382.9320.4179.462230167397VG3359521236.752.9320.3557.472167119286VG4298871028.112.9320.2940.35211782199VG524162831.172.9320.2326.9227854132VG618788646.312.9250.3270.322204100304VG713703471.382.9250.2338.55211253165VG88861304.822.9200.2457.54216758225VG94299147.892.9200.1214.92431457VH1527171813.462400.3959.231.5118111230VH2425401463.382.9320.4179.462230167397VH3359521236.752.9320.3557.472167119286VH4298871028.112.9320.2940.35211782199VH524162831.172.9320.2326.9227854132VH618788646.312.9250.3270.322204100304VH713703471.382.9250.2338.55211253165VH88861304.822.9200.2457.54216758225VH94299147.892.9200.1214.92431457表16分支2立管1楼层1水力计算表楼层总阻力(Pa)1384.68资用压力(Pa)1991楼层不平衡率30.40%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG4826166.012200.1318.441.5371350DH4826166.012200.1318.441.5371350户内分支1IG14826166.014150.2356.6302270227IG23612124.253150.1734.210.11031104IG3197868.046.1150.112.150.174075IG454718.828.3150.031.560.413013IH14826166.018.3150.2356.6304700470IH23612124.256.1150.1734.210.12091210IH3197868.043150.112.150.136037IH454718.824150.031.560.4606R1121441.763150.063.6816112940R2163456.213150.0811.4316345287R3143149.233150.079.0116274067R454718.823150.031.66135510户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG5351184.072200.1522.331.5451661DH5351184.072200.1522.331.5451661户内分支1IG15351184.074150.2667.8302710271IG23588123.433150.1733.820.11011103IG3237481.675.1150.1116.60.185185IG456819.547150.031.620.411011IH15351184.077150.2667.8304750475IH23588123.435.1150.1733.820.11721174IH3237481.673150.1116.60.150150IH456819.544150.031.620.4607R1176360.653150.0913.11163961100R2121441.763150.063.6816112940R3180662.133150.0913.7164164105R456819.543150.031.72135510表17分支2立管1楼层2水力计算表楼层总阻力(Pa)640.21资用压力(Pa)1447楼层不平衡率55.80%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3245111.632200.098.911.518624DH3245111.632200.098.911.518624户内分支1IG13245111.634150.1628.4201140114IG2244484.073150.1217.450.152153IG3131645.276.1150.066.090.137037IG434411.838.3150.020.980.4808IH13245111.638.3150.1628.4202360236IH2244484.076.1150.1217.450.11061107IH3131645.273150.066.090.118018IH434411.834150.020.980.4404R180127.553150.042.431671320R2112838.83150.063.4216102535R397233.443150.052.951691827R434411.833150.021.0413325户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG33431152200.099.41.519625DH33431152200.099.41.519625户内分支1IG133431154150.1629.9201200120IG2234980.813150.1116.30.149150IG3154853.255.1150.078.010.141041IG433511.527150.020.950.4707IH133431157150.1629.9202090209IH2234980.815.1150.1116.30.183184IH3154853.253150.078.010.124024IH433511.524150.020.950.4404R199434.193150.053.011691928R280127.553150.042.431671320R3121341.733150.063.6816112940R433511.523150.021.0213325表18分支2立管1楼层3水力计算表楼层总阻力(Pa)542.7资用压力(Pa)1126楼层不平衡率51.80%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG2963101.932200.087.561.515520DH2963101.932200.087.561.515520户内分支1IG12963101.934150.1424.3097097IG2224277.123150.1115.050.145146IG3117540.426.1150.063.340.120021IG42849.778.3150.010.810.4707IH12963101.938.3150.1424.302020202IH2224277.126.1150.1115.050.192192IH3117540.423150.063.340.110010IH42849.774150.010.810.4303R172124.83150.042.191671017R2106736.73150.053.2316102232R389130.653150.042.71681624R42849.773150.010.8613314户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG3102106.712200.088.211.516522DH3102106.712200.088.211.516522户内分支1IG13102106.714150.1526.301050105IG2216874.583150.114.210.143143IG3144749.785.1150.077.150.136037IG431510.847150.020.90.4606IH13102106.717150.1526.301840184IH2216874.585.1150.114.210.172173IH3144749.783150.077.150.121022IH431510.844150.020.90.4404R193432.133150.052.831681726R272124.83150.042.191671017R3113238.943150.063.4316102535R431510.843150.020.9513324表19分支2立管1楼层4水力计算表楼层总阻力(Pa)487.47资用压力(Pa)978楼层不平衡率50.20%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG280396.422200.086.841.514418DH280396.422200.086.841.514418户内分支1IG1280396.424150.1422.08088088IG22122733150.113.70.141142IG3109537.676.1150.053.120.119019IG42649.088.3150.010.750.4606IH1280396.428.3150.1422.0801830183IH22122736.1150.113.70.184184IH3109537.674150.053.120.112013IH42649.083150.010.750.4202R168123.433150.032.06166915R2102735.333150.053.111692130R383128.593150.042.521681421R42649.083150.010.813214户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG2922100.522200.087.371.515519DH2922100.522200.087.371.515519户内分支1IG12922100.524150.1423.72095095IG2202869.763150.112.680.138039IG3134746.345.1150.076.330.132033IG42759.467150.010.780.4506IH12922100.527150.1423.7201660166IH2202869.765.1150.112.680.165065IH3134746.343150.076.330.119019IH42759.464150.010.780.4303R189430.753150.042.711681624R268123.433150.032.06166915R3107236.883150.053.2516102232R42759.463150.010.8313314表20分支2立管1楼层5水力计算表楼层总阻力(Pa)439.39资用压力(Pa)965楼层不平衡率54.50%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG262390.232200.076.071.512416DH262390.232200.076.071.512416户内分支1IG1262390.234150.1319.7079079IG2200268.873150.112.40.137038IG3101534.926.1150.052.890.118018IG42448.398.3150.010.690.4606IH1262390.238.3150.1319.701640164IH2200268.876.1150.112.40.176076IH3101534.923150.052.890.1909IH42448.394150.010.690.4303R162121.363150.031.88166813R298733.953150.052.991691928R377126.523150.042.341671219R42448.393150.010.7413213户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG275194.632200.086.611.513417DH275194.632200.086.611.513417户内分支1IG1275194.634150.1321.38086086IG2189765.263150.0911.320.134034IG3127643.895.1150.065.780.129030IG42558.777150.010.730.4505IH1275194.637150.1321.3801500150IH2189765.265.1150.0911.320.158058IH3127643.893150.065.780.117018IH42558.774150.010.730.4303R185429.383150.042.591681422R262121.363150.031.88166813R3102135.123150.053.091692030R42558.773150.010.7713213表21分支2立管1楼层6水力计算表楼层总阻力(Pa)395.67资用压力(Pa)608楼层不平衡率34.90%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG248385.422200.075.51.511314DH248385.422200.075.51.511314户内分支1IG1248385.424150.1217.93072072IG2190265.433150.0911.370.134035IG395532.856.1150.052.720.117017IG42247.718.3150.010.640.4505IH1248385.428.3150.1217.9301490149IH2190265.436.1150.0911.370.169070IH395532.853150.052.720.1808IH42247.714150.010.640.4303R158119.993150.031.76165712R294732.583150.052.871691826R373125.153150.042.221671017R42247.713150.010.6813213户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG260289.512200.075.981.512416DH260289.512200.075.981.512416户内分支1IG1260289.514150.1319.43078078IG2178861.513150.0910.230.131031IG3120741.525.1150.063.430.118018IG42358.087150.010.670.4505IH1260289.517150.1319.4301360136IH2178861.515.1150.0910.230.152053IH3120741.523150.063.430.110010IH42358.084150.010.670.4303R1814283150.042.471671320R258119.993150.031.76165712R397233.443150.052.951691827R42358.083150.010.7113213表22分支2立管1楼层7水力计算表楼层总阻力(Pa)364.62资用压力(Pa)529楼层不平衡率31.00%户1编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG236281.252200.065.031.510313DH236281.252200.065.031.510313户内分支1IG1236281.254150.1116.46066066IG2182262.683150.0910.570.132032IG389530.796.1150.042.550.116016IG42047.028.3150.010.580.4505IH1236281.258.3150.1116.4601370137IH2182262.686.1150.0910.570.164065IH389530.793150.042.550.1808IH42047.024150.010.580.4202R154018.583150.031.64165611R292731.893150.052.811681725R369123.773150.032.09166916R42047.023150.010.6213213户2编号Q(W)G(kg/h)L(m)D(mm)υ(m/s)R(Pa/m)ΣξΔPy(Pa)ΔPj(Pa)ΔP(Pa)DG248085.312200.075.491.511314DH248085.312200.075.491.511314户内分支1IG1248085.314150.1217.89072072IG2168758.033150.089.270.128028IG3114739.465.1150.063.260.117017IG42157.47150.010.610.4404IH1

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论