疗养中心建设项目-采暖系统水力计算书

采暖系统水力计算书,,,,,,,,,,,

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工程名称,,疗养中心建设项目,,,,,,,,,

热媒,,供水温度(℃),,45,回水温度(℃),,,35,,,

,,平均密度(kg/m3),,995.7,运动黏度(10-6m2/s),,,0.804,,,

系统形式,,楼层数,4,立管形式,双管,供回水方式,,下供下回,,,

,,立管数,14,立管关系,异程,,,,,,

总负荷(W),,138120,,,,,,,,,

总流量(kg/h),,11878.32,,,,,,,,,

最不利损失(Pa),,29775,,,,,,,,,

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2供回水立管水力计算表,,,,,,,,,,

表9,分支1立管2楼层1水力计算表,,,,,,,,,,

表10,分支1立管3供回水立管水力计算表,,,,,,,,,,

表11,分支1立管3楼层1水力计算表,,,,,,,,,,

表12,分支1立管3楼层2水力计算表,,,,,,,,,,

表13,分支1立管4供回水立管水力计算表,,,,,,,,,,

表14,分支1立管4楼层1水力计算表,,,,,,,,,,

表15,分支1立管5供回水立管水力计算表,,,,,,,,,,

表16,分支1立管5楼层1水力计算表,,,,,,,,,,

表17,分支1立管5楼层2水力计算表,,,,,,,,,,

表18,分支1立管6供回水立管水力计算表,,,,,,,,,,

表19,分支1立管6楼层1水力计算表,,,,,,,,,,

表20,分支1立管6楼层2水力计算表,,,,,,,,,,

表21,分支1立管7供回水立管水力计算表,,,,,,,,,,

表22,分支1立管7楼层1水力计算表,,,,,,,,,,

表23,分支1立管7楼层2水力计算表,,,,,,,,,,

表24,分支1立管8供回水立管水力计算表,,,,,,,,,,

表25,分支1立管8楼层1水力计算表,,,,,,,,,,

表26,分支2供回水干管水力计算表,,,,,,,,,,

表27,分支2立管1供回水立管水力计算表,,,,,,,,,,

表28,分支2立管1楼层1水力计算表,,,,,,,,,,

表29,分支2立管1楼层2水力计算表,,,,,,,,,,

表30,分支2立管1楼层3水力计算表,,,,,,,,,,

表31,分支2立管2供回水立管水力计算表,,,,,,,,,,

表32,分支2立管2楼层1水力计算表,,,,,,,,,,

表33,分支2立管2楼层2水力计算表,,,,,,,,,,

表34,分支2立管2楼层3水力计算表,,,,,,,,,,

表35,分支2立管3供回水立管水力计算表,,,,,,,,,,

表36,分支2立管3楼层1水力计算表,,,,,,,,,,

表37,分支2立管3楼层2水力计算表,,,,,,,,,,

表38,分支2立管3楼层3水力计算表,,,,,,,,,,

表39,分支2立管4供回水立管水力计算表,,,,,,,,,,

表40,分支2立管4楼层1水力计算表,,,,,,,,,,

表41,分支2立管4楼层2水力计算表,,,,,,,,,,

表42,分支2立管4楼层3水力计算表,,,,,,,,,,

表43,分支2立管5供回水立管水力计算表,,,,,,,,,,

表44,分支2立管5楼层1水力计算表,,,,,,,,,,

表45,分支2立管5楼层2水力计算表,,,,,,,,,,

表46,分支2立管5楼层3水力计算表,,,,,,,,,,

表47,分支2立管6供回水立管水力计算表,,,,,,,,,,

表48,分支2立管6楼层1水力计算表,,,,,,,,,,

表49,分支2立管6楼层2水力计算表,,,,,,,,,,

表50,分支2立管6楼层3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),,29775,,最不利环路,,分支1立管7楼层2,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

SG,138120,11878.32,103,80,0.65,88.34,0,9099,0,9099,0.00%

SH,138120,11878.32,103,80,0.65,88.34,0,9099,0,9099,0.00%

SG1,138120,11878.32,2,80,0.65,70.4,1.6,141,338,479,0.00%

SH1,138120,11878.32,5,80,0.65,70.4,1.6,352,338,690,0.00%

BG1,78996,6793.66,8.4,70,0.52,71.49,0,601,0,601,0.00%

BG2,62496,5374.66,8.6,70,0.41,45.24,0.1,389,8,398,0.00%

BG3,56996,4901.66,8.1,70,0.38,37.81,0.1,306,7,313,0.00%

BG4,45996,3955.66,5.6,70,0.3,24.95,0.4,140,18,158,0.00%

BG5,39359,3384.87,2,50,0.43,67.58,0.1,135,9,144,0.00%

BG6,28359,2438.87,10,50,0.31,35.75,0.1,358,5,362,0.00%

BG7,17359,1492.87,6.6,40,0.32,52.74,0.1,348,5,353,0.00%

BH1,78996,6793.66,6,70,0.52,71.49,0,429,0,429,0.00%

BH2,62496,5374.66,8.1,70,0.41,45.24,0.1,366,8,375,0.00%

BH3,56996,4901.66,2,70,0.38,37.81,0.1,76,7,83,0.00%

BH4,45996,3955.66,5.6,70,0.3,24.95,0.4,140,18,158,0.00%

BH5,39359,3384.87,2,50,0.43,67.58,0.1,135,9,144,0.00%

BH6,28359,2438.87,10,50,0.31,35.75,2.1,358,99,457,0.00%

BH7,17359,1492.87,6.6,40,0.32,52.74,0.1,348,5,353,0.00%

VG1,11859,1019.87,3.9,32,0.28,51.64,1.5,201,60,261,0.00%

VG2,6359,546.87,3.9,25,0.27,67.34,0.1,263,4,266,0.00%

VH1,11859,1019.87,3.9,32,0.28,51.64,1.5,201,60,261,0.00%

VH2,6359,546.87,3.9,25,0.27,67.34,0.1,263,4,266,0.00%

DG,6359,546.87,2,25,0.27,67.34,1.5,135,60,1460,0.00%

DH,6359,546.87,2,25,0.27,67.34,1.5,135,60,1460,0.00%

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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),

SG,138120,11878.32,103,80,0.65,88.34,0,9099,0,9099,0.00%

SH,138120,11878.32,103,80,0.65,88.34,0,9099,0,9099,0.00%

SG1,138120,11878.32,2,80,0.65,70.4,1.6,141,338,479,0.00%

SG2,59124,5084.66,2,70,0.39,32.75,0.3,66,23,88,0.00%

SH1,138120,11878.32,5,80,0.65,70.4,1.6,352,338,690,0.00%

SH2,59124,5084.66,8,70,0.39,32.75,0.3,262,23,285,0.00%

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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),

BG1,78996,6793.66,8.4,70,0.52,71.49,0,601,0,601,0.00%

BG2,62496,5374.66,8.6,70,0.41,45.24,0.1,389,8,398,0.00%

BG3,56996,4901.66,8.1,70,0.38,37.81,0.1,306,7,313,0.00%

BG4,45996,3955.66,5.6,70,0.3,24.95,0.4,140,18,158,0.00%

BG5,39359,3384.87,2,50,0.43,67.58,0.1,135,9,144,0.00%

BG6,28359,2438.87,10,50,0.31,35.75,0.1,358,5,362,0.00%

BG7,17359,1492.87,6.6,40,0.32,52.74,0.1,348,5,353,0.00%

BG8,5500,473,8.5,25,0.23,50.96,0.1,433,3,436,0.00%

BH1,78996,6793.66,6,70,0.52,71.49,0,429,0,429,0.00%

BH2,62496,5374.66,8.1,70,0.41,45.24,0.1,366,8,375,0.00%

BH3,56996,4901.66,2,70,0.38,37.81,0.1,76,7,83,0.00%

BH4,45996,3955.66,5.6,70,0.3,24.95,0.4,140,18,158,0.00%

BH5,39359,3384.87,2,50,0.43,67.58,0.1,135,9,144,0.00%

BH6,28359,2438.87,10,50,0.31,35.75,2.1,358,99,457,0.00%

BH7,17359,1492.87,6.6,40,0.32,52.74,0.1,348,5,353,0.00%

BH8,5500,473,8.5,25,0.23,50.96,0.1,433,3,436,0.00%

表4分支1立管1供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,5557,,资用压力(Pa),,5825,,立管不平衡率,,4.60%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,16500,1419,3.9,40,0.3,47.81,1.5,186,67,254,0.00%

VG2,11000,946,3.9,32,0.26,44.68,0.1,174,3,178,0.00%

VG3,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

VH1,16500,1419,3.9,40,0.3,47.81,1.5,186,67,254,0.00%

VH2,11000,946,3.9,32,0.26,44.68,0.1,174,3,178,0.00%

VH3,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

表5分支1立管1楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,资用压力(Pa),,4899,,楼层不平衡率,,12.40%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表6分支1立管1楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,资用压力(Pa),,4619,,楼层不平衡率,,7.10%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表7分支1立管1楼层3水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表8分支1立管2供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,4769,,资用压力(Pa),,5230,,立管不平衡率,,8.81%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,5500,473,3.9,25,0.23,50.96,1.5,199,40,238,0.00%

VH1,5500,473,3.9,25,0.23,50.96,1.5,199,40,238,0.00%

表9分支1立管2楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表10分支1立管3供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,5146,,资用压力(Pa),,5560,,立管不平衡率,,7.45%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,11000,946,3.9,32,0.26,44.68,1.5,174,52,226,0.00%

VG2,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

VH1,11000,946,3.9,32,0.26,44.68,1.5,174,52,226,0.00%

VH2,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

表11分支1立管3楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,资用压力(Pa),,4619,,楼层不平衡率,,7.10%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表12分支1立管3楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表13分支1立管4供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,5146,,资用压力(Pa),,5560,,立管不平衡率,,7.45%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,6637,570.78,3.9,25,0.28,73.12,1.5,285,58,343,0.00%

VH1,6637,570.78,3.9,25,0.28,73.12,1.5,285,58,343,0.00%

表14分支1立管4楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,5285.19,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,6637,570.78,2,25,0.28,73.12,0,102,0,102,0.00%

DH,6637,570.78,2,25,0.28,73.12,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,1195,102.77,100,20,0.09,9.05,0,905,0,905,0.00%

户内分支3,,,,,,,,,,,

F,1833,157.64,100,20,0.13,18.69,0,1869,0,1869,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表15分支1立管5供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,5146,,资用压力(Pa),,5560,,立管不平衡率,,7.45%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,11000,946,3.9,32,0.26,44.68,1.5,174,52,226,0.00%

VG2,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

VH1,11000,946,3.9,32,0.26,44.68,1.5,174,52,226,0.00%

VH2,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

表16分支1立管5楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,资用压力(Pa),,4619,,楼层不平衡率,,7.10%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表17分支1立管5楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表18分支1立管6供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,5146,,资用压力(Pa),,5560,,立管不平衡率,,7.45%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,11000,946,3.9,32,0.26,44.68,1.5,174,52,226,0.00%

VG2,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

VH1,11000,946,3.9,32,0.26,44.68,1.5,174,52,226,0.00%

VH2,5500,473,3.9,25,0.23,50.96,0.1,199,3,201,0.00%

表19分支1立管6楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,资用压力(Pa),,4619,,楼层不平衡率,,7.10%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表20分支1立管6楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表21分支1立管7供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,6080,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,11859,1019.87,3.9,32,0.28,51.64,1.5,201,60,261,0.00%

VG2,6359,546.87,3.9,25,0.27,67.34,0.1,263,4,266,0.00%

VH1,11859,1019.87,3.9,32,0.28,51.64,1.5,201,60,261,0.00%

VH2,6359,546.87,3.9,25,0.27,67.34,0.1,263,4,266,0.00%

表22分支1立管7楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,4291.77,,资用压力(Pa),,4619,,楼层不平衡率,,7.10%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

DH,5500,473,2,25,0.23,50.96,0,102,0,102,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表23分支1立管7楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,5025.17,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,6359,546.87,2,25,0.27,67.34,0,135,0,135,0.00%

DH,6359,546.87,2,25,0.27,67.34,0,135,0,135,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,1781,153.17,100,20,0.13,17.79,0,1779,0,1779,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表24分支1立管8供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,2449,,资用压力(Pa),,2854,,立管不平衡率,,14.19%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,5500,473,3.9,40,0.1,5.95,1.5,23,7,31,0.00%

VH1,5500,473,3.9,40,0.1,5.95,1.5,23,7,31,0.00%

表25分支1立管8楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,2387.82,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,5500,473,2,25,0.23,50.96,1.5,102,40,142,0.00%

DH,5500,473,2,25,0.23,50.96,1.5,102,40,142,0.00%

户内分支1,,,,,,,,,,,

F,1965,168.99,100,20,0.14,21.05,0,2105,0,2105,0.00%

户内分支2,,,,,,,,,,,

F,969,83.33,100,20,0.07,4.38,0,438,0,438,0.00%

户内分支3,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

户内分支4,,,,,,,,,,,

F,1644,141.38,100,20,0.12,15.53,0,1553,0,1553,0.00%

表26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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),

BG1,59124,5084.66,15,70,0.39,40.61,0,609,0,609,0.00%

BG2,49270,4237.22,8.8,70,0.33,28.5,0.1,251,5,256,0.00%

BG3,39416,3389.78,8.6,70,0.26,18.52,0.4,159,14,173,0.00%

BG4,29562,2542.33,3,70,0.2,10.67,0.1,32,2,34,0.00%

BG5,19708,1694.89,8.4,50,0.21,17.75,0.1,149,2,151,0.00%

BG6,9854,847.44,8.4,40,0.18,17.79,2.1,149,34,183,0.00%

BH1,59124,5084.66,15,70,0.39,40.61,0,609,0,609,0.00%

BH2,49270,4237.22,8.8,70,0.33,28.5,0.1,251,5,256,0.00%

BH3,39416,3389.78,8.6,70,0.26,18.52,0.4,159,14,173,0.00%

BH4,29562,2542.33,3,70,0.2,10.67,0.1,32,2,34,0.00%

BH5,19708,1694.89,8.4,50,0.21,17.75,0.1,149,2,151,0.00%

BH6,9854,847.44,8.4,40,0.18,17.79,2.1,149,34,183,0.00%

表27分支2立管1供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,2876,,资用压力(Pa),,3120,,立管不平衡率,,7.82%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,9854,847.44,3.9,40,0.18,17.79,1.5,69,10,79,0.00%

VG2,5091,437.83,3.9,32,0.12,10.34,0.1,40,2,42,0.00%

VG3,3090,265.74,3.9,25,0.13,17.08,0.1,67,2,69,0.00%

VH1,9854,847.44,3.9,40,0.18,17.79,1.5,69,10,79,0.00%

VH2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VH3,3090,265.74,3.9,25,0.13,17.08,0.1,67,2,69,0.00%

表28分支2立管1楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1709.27,,资用压力(Pa),,1899,,楼层不平衡率,,10.00%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

DH,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

户内分支1,,,,,,,,,,,

F,1349,116.01,100,20,0.1,11.1,0,1110,0,1110,0.00%

户内分支2,,,,,,,,,,,

F,987,84.88,100,20,0.07,4.46,0,446,0,446,0.00%

户内分支3,,,,,,,,,,,

F,1505,129.43,100,20,0.11,13.36,0,1336,0,1336,0.00%

户内分支4,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

表29分支2立管1楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,473.56,,资用压力(Pa),,552,,楼层不平衡率,,14.20%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

DH,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

户内分支1,,,,,,,,,,,

F,1013,87.12,100,20,0.07,4.58,0,458,0,458,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

DH,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

户内分支1,,,,,,,,,,,

F,988,84.97,100,20,0.07,4.46,0,446,0,446,0.00%

表30分支2立管1楼层3水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1461.83,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

DH,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

户内分支1,,,,,,,,,,,

F,1570,135.02,100,20,0.12,14.36,0,1436,0,1436,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

DH,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

户内分支1,,,,,,,,,,,

F,1520,130.72,100,20,0.11,13.59,0,1359,0,1359,0.00%

表31分支2立管2供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,2876,,资用压力(Pa),,3120,,立管不平衡率,,7.82%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,9854,847.44,3.9,40,0.18,17.79,1.5,69,10,79,0.00%

VG2,5091,437.83,3.9,32,0.12,10.34,0.1,40,2,42,0.00%

VG3,3090,265.74,3.9,25,0.13,17.08,0.1,67,2,69,0.00%

VH1,9854,847.44,3.9,40,0.18,17.79,1.5,69,10,79,0.00%

VH2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VH3,3090,265.74,3.9,25,0.13,17.08,0.1,67,2,69,0.00%

表32分支2立管2楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1709.27,,资用压力(Pa),,1899,,楼层不平衡率,,10.00%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

DH,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

户内分支1,,,,,,,,,,,

F,1349,116.01,100,20,0.1,11.1,0,1110,0,1110,0.00%

户内分支2,,,,,,,,,,,

F,987,84.88,100,20,0.07,4.46,0,446,0,446,0.00%

户内分支3,,,,,,,,,,,

F,1505,129.43,100,20,0.11,13.36,0,1336,0,1336,0.00%

户内分支4,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

表33分支2立管2楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,473.56,,资用压力(Pa),,552,,楼层不平衡率,,14.20%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

DH,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

户内分支1,,,,,,,,,,,

F,1013,87.12,100,20,0.07,4.58,0,458,0,458,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

DH,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

户内分支1,,,,,,,,,,,

F,988,84.97,100,20,0.07,4.46,0,446,0,446,0.00%

表34分支2立管2楼层3水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1461.83,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

DH,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

户内分支1,,,,,,,,,,,

F,1570,135.02,100,20,0.12,14.36,0,1436,0,1436,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

DH,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

户内分支1,,,,,,,,,,,

F,1520,130.72,100,20,0.11,13.59,0,1359,0,1359,0.00%

表35分支2立管3供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,2876,,资用压力(Pa),,3246,,立管不平衡率,,11.40%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,9854,847.44,3.9,40,0.18,17.79,1.5,69,10,79,0.00%

VG2,5091,437.83,3.9,32,0.12,10.34,0.1,40,2,42,0.00%

VG3,3090,265.74,3.9,25,0.13,17.08,0.1,67,2,69,0.00%

VH1,9854,847.44,3.9,40,0.18,17.79,1.5,69,10,79,0.00%

VH2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VH3,3090,265.74,3.9,25,0.13,17.08,0.1,67,2,69,0.00%

表36分支2立管3楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1709.27,,资用压力(Pa),,1899,,楼层不平衡率,,10.00%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

DH,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

户内分支1,,,,,,,,,,,

F,1349,116.01,100,20,0.1,11.1,0,1110,0,1110,0.00%

户内分支2,,,,,,,,,,,

F,987,84.88,100,20,0.07,4.46,0,446,0,446,0.00%

户内分支3,,,,,,,,,,,

F,1505,129.43,100,20,0.11,13.36,0,1336,0,1336,0.00%

户内分支4,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

表37分支2立管3楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,473.56,,资用压力(Pa),,552,,楼层不平衡率,,14.20%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

DH,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

户内分支1,,,,,,,,,,,

F,1013,87.12,100,20,0.07,4.58,0,458,0,458,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

DH,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

户内分支1,,,,,,,,,,,

F,988,84.97,100,20,0.07,4.46,0,446,0,446,0.00%

表38分支2立管3楼层3水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1461.83,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

DH,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

户内分支1,,,,,,,,,,,

F,1570,135.02,100,20,0.12,14.36,0,1436,0,1436,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

DH,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

户内分支1,,,,,,,,,,,

F,1520,130.72,100,20,0.11,13.59,0,1359,0,1359,0.00%

表39分支2立管4供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,1709.27,,资用压力(Pa),,1899,,楼层不平衡率,,10.00%,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,9854,847.44,3.9,40,0.18,17.79,1.5,69,24,93,0.00%

VG2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VG3,3090,265.74,3.9,25,0.13,17.08,2,67,17,83,0.00%

VH1,9854,847.44,3.9,40,0.18,17.79,1.5,69,24,93,0.00%

VH2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VH3,3090,265.74,3.9,25,0.13,17.08,2,67,17,83,0.00%

表40分支2立管4楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1550.62,,资用压力(Pa),,1559,,楼层不平衡率,,0.60%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,4763,409.62,2,25,0.2,38.71,1.5,77,30,107,0.00%

DH,4763,409.62,2,25,0.2,38.71,1.5,77,30,107,0.00%

户内分支1,,,,,,,,,,,

F,1349,116.01,100,20,0.1,11.1,0,1110,0,1110,0.00%

户内分支2,,,,,,,,,,,

F,987,84.88,100,20,0.07,4.46,0,446,0,446,0.00%

户内分支3,,,,,,,,,,,

F,1505,129.43,100,20,0.11,13.36,0,1336,0,1336,0.00%

户内分支4,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

表41分支2立管4楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,473.56,,资用压力(Pa),,552,,楼层不平衡率,,14.20%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

DH,1013,87.12,2,25,0.04,1.49,5.5,3,5,8,0.00%

户内分支1,,,,,,,,,,,

F,1013,87.12,100,20,0.07,4.58,0,458,0,458,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

DH,988,84.97,2,25,0.04,1.45,3.5,3,3,6,0.00%

户内分支1,,,,,,,,,,,

F,988,84.97,100,20,0.07,4.46,0,446,0,446,0.00%

表42分支2立管4楼层3水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1461.83,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

DH,1570,135.02,2,25,0.07,4.9,1.5,10,3,13,0.00%

户内分支1,,,,,,,,,,,

F,1570,135.02,100,20,0.12,14.36,0,1436,0,1436,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

DH,1520,130.72,2,25,0.06,4.62,1.5,9,3,12,0.00%

户内分支1,,,,,,,,,,,

F,1520,130.72,100,20,0.11,13.59,0,1359,0,1359,0.00%

表43分支2立管5供回水立管水力计算表,,,,,,,,,,,

立管总阻力(Pa),,2876,,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),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

VG1,9854,847.44,3.9,40,0.18,17.79,1.5,69,24,93,0.00%

VG2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VG3,3090,265.74,3.9,25,0.13,17.08,2,67,17,83,0.00%

VH1,9854,847.44,3.9,40,0.18,17.79,1.5,69,24,93,0.00%

VH2,5091,437.83,3.9,32,0.12,10.34,0.1,40,1,41,0.00%

VH3,3090,265.74,3.9,25,0.13,17.08,2,67,17,83,0.00%

表44分支2立管5楼层1水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,1709.27,,资用压力(Pa),,1899,,楼层不平衡率,,10.00%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

DH,4763,409.62,2,25,0.2,38.71,5.5,77,109,186,0.00%

户内分支1,,,,,,,,,,,

F,1349,116.01,100,20,0.1,11.1,0,1110,0,1110,0.00%

户内分支2,,,,,,,,,,,

F,987,84.88,100,20,0.07,4.46,0,446,0,446,0.00%

户内分支3,,,,,,,,,,,

F,1505,129.43,100,20,0.11,13.36,0,1336,0,1336,0.00%

户内分支4,,,,,,,,,,,

F,922,79.29,100,20,0.07,4.17,0,417,0,417,0.00%

表45分支2立管5楼层2水力计算表,,,,,,,,,,,

楼层总阻力(Pa),,473.56,,资用压力(Pa),,552,,楼层不平衡率,,14.20%,

户1,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,1013,87.12,2,25,0.04,1.49,11.5,3,10,13,0.00%

DH,1013,87.12,2,25,0.04,1.49,11.5,3,10,13,0.00%

户内分支1,,,,,,,,,,,

F,1013,87.12,100,20,0.07,4.58,0,458,0,458,0.00%

户2,,,,,,,,,,,

编号,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa),不平衡率

DG,988,84.97,2,25,0.04,1.45,3.5,3,3,6