大龙潭管道
设计流管道长量度（L/s）（m）
QL7412400
水头（m）H290
糙率nn0.0125
初选d
流速v（m/s）
（mm）d100
流量模数K（L/s）
设计管径D（mm）
D63
vK
3.041297939483.88651
4Q0.2960.2960.2960.2960.2960.2960.296
3.14V4Q/3.14V6.286.5946.9087.2227.5367.858.1
0.0471340.04480.0428490.0409860.0392780.0377070.036257
D0.2171030.2118710.2070.202450.1981870.1941830.190412
V22.12.22.32.42.52.6
Q^1.7740.0098631830.0098631830.0098631830.0098631830.0098631830.0098631830.009863183
D^4.7740.0006811510.0006062680.0005425490.000487930.0004407960.0003998710.0003134
单位管长水头损失i0.0132493480.0148858410.0166340830.0184961040.020473880.0225693330.024784337
上寨张家后水池至大岭冈头水池
设计流管道长量度（L/s）（m）
QL1.45450
水头（m）H117
糙率nn0.0125
初选d
流速v（m/s）
（mm）d63
v
0.443083553
流量模数K（L/s）K
2.84368396
设计管径D（mm）
D63
4Q0.00580.00580.00580.00580.00580.00580.0058
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0184710.0092360.0061570.0046180.0036940.0030790.002639
D0.1359090.0961020.0784670.0679550.060780.0554850.051369
V0.10.20.30.40.50.60.7
Q^1.7749.21015E-069.21015E-069.21015E-069.21015E-069.21015E-069.21015E-069.21015E-06
D^4.7747.28E-051.39179E-055.28741E-062.66081E-061.56203E-061.01084E-066.99653E-07
单位管长水头损失i0.0001157590.0006055010.001593840.0031671860.0053950790.0083368770.012044961
设计流管道长QL1.452160水头H166
大岭冈头水池至老君山对门水池
糙率n初选d流速v（m/s）流量模数KndvK0.0125630.556843235.230471425
设计管径D
D63
4Q0.0058
3.14V4Q/3.14VDV0.1
Q^1.7749.21015E-06
D^4.7747.28E-05
0.3140.0184710.135909
单位管长水头损失i0.000115759
0.00580.00580.00580.00580.00580.00580.6280.9421.2561.571.8842.1980.0092360.0061570.0046180.0036940.0030790.0026390.0961020.0784670.0679550.060780.0554850.0513690.20.30.40.50.60.79.21015E-069.21015E-069.21015E-069.21015E-069.21015E-069.21015E-061.39179E-055.28741E-062.66081E-061.56203E-061.01084E-066.99653E-070.0006055010.001593840.0031671860.0053950790.0083368770.012044961
老君山对门水池至白沙井李建香家后水池
设计流管道长量度（L/s）（m）
QL0.9800
水头（m）H91
糙率nn0.0125
初选d
流速v（m/s）
（mm）d50
v
0.4323501
流量模数K（L/s）K
2.66849754
设计管径D（mm）
D50
4Q0.00360.00360.00360.00360.00360.00360.0036
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0114650.0057320.0038220.0028660.0022930.0019110.001638
D0.1070750.0757130.061820.0535370.0478850.0437130.04047
V0.10.20.30.40.50.60.7
Q^1.7743.95208E-063.95208E-063.95208E-063.95208E-063.95208E-063.95208E-063.95208E-06
D^4.7742.33197E-054.45825E-061.69369E-068.52326E-075.00359E-073.23799E-072.24117E-07
单位管长水头损失i0.0001550690.0008111160.0021350730.0042426920.0072271270.01116750.016135162
老君山对门水池至新村山变压器上方水池
设计流管道长量度（L/s）（m）
QL0.551750
水头（m）H70
糙率nn0.0125
初选d
流速v（m/s）
（mm）d40
v
0.43755222
流量模数K（L/s）K2.75
设计管径D（mm）
D40
4Q0.00220.00220.00220.00220.00220.00220.0022
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0070060.0035030.0023350.0017520.0014010.0011680.001001
D0.0837040.0591880.0483270.0418520.0374340.0341720.031637
V0.10.20.30.40.50.60.7
Q^1.7741.969E-061.969E-061.969E-061.969E-061.969E-061.969E-061.969E-06
D^4.7747.19767E-061.37605E-065.22761E-072.63072E-071.54437E-079.99413E-086.9174E-08
单位管长水头损失i0.0002097170.0010969610.0028874940.0057378590.0097740380.0151035720.021821352
老君上对门至罗家窝
设计流管道长量度（L/s）（m）
水头（m）
糙率n
初选d
流速v（m/s）
（mm）
流量模数K（L/s）
设计管径D（mm）
Q0.237
L290H53.8n0.0125d32v
0.239325354K
0.55024513D32
4Q0.000950.000950.000950.000950.000950.000950.00095
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0030190.001510.0010060.0007550.0006040.0005030.000431
D0.0549460.0388530.0317230.0274730.0245730.0224320.020768
V0.10.20.30.40.50.60.7
Q^1.7743.70513E-073.70513E-073.70513E-073.70513E-073.70513E-073.70513E-073.70513E-07
D^4.7749.874E-071.844E-077.0078E-083.52658E-082.07028E-081.33975E-0.27302E-09
单位管长水头损失i0.0003513620.0018378620.0048377420.0096132760.016375540.0253047040.036559753
老君山对门水池至郭家窝
设计流管道长量度（L/s）（m）
QL0.455600
水头（m）H71.7
糙率nn0.0125
初选d
流速v（m/s）
（mm）d32
流量模数K（L/s）
设计管径D（mm）
D32
vK
0.3319157971.316216843
4Q0.001820.001820.001820.001820.001820.001820.00182
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0057960.00280.0019320.0014490.0011590.0009660.000828
D0.0761330.0538340.0439550.0380660.0340480.0310810.028775
V0.10.20.30.40.50.60.7
Q^1.7741.17845E-061.17845E-061.17845E-061.17845E-061.17845E-061.17845E-061.17845E-06
D^4.7744.5774E-068.75106E-073.32453E-071.67302E-079.8215E-086.35583E-084.39917E-08
单位管长水头损失i0.0002355670.0012321760.0032434140.00451230.0109788130.0169652790.024511111
老君山对门水池至新村山窝拖寺
设计流管道长量度（L/s）（m）
QL0.5840
水头（m）H35.7
糙率nn0.0125
初选d
流速v（m/s）
（mm）d40
流量模数K（L/s）
设计管径D（mm）
D40
vK
0.4592425293.128709563
4Q0.002580.002580.00258
3.14V4Q/3.14VDV0.10.20.3
0.3140.0082170.09050.6280.0041080.00960.9420.0027390.052334
单位管长水头损失i
2.18856E-061.05285E-050.0001902022.18856E-062.01283E-060.0009948862.18856E-067.675E-070.002618806Q^1.774
D^4.774
0.002580.002580.002580.002581.2561.571.8842.1980.0020540.00130.0013690.0011740.0453230.0405380.0370060.0342610.40.50.60.72.18856E-063.84811E-070.0052039372.18856E-062.25904E-070.00885412.18856E-061.4619E-070.0136981492.18856E-061.01185E-070.019790824
清水池至白沙井
设计流管道长量度（L/s）（m）
QL0.626900
水头（m）H40.2
糙率nn0.0125
初选d
流速v（m/s）
（mm）d40
流量模数K（L/s）
设计管径D（mm）
D40
vK
0.4499078722.961982999
4Q0.00250.00250.00250.00250.00250.00250.0025
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0079750.0039870.0026580.0019940.0015950.0013290.001139
D0.030.0631450.0515570.044650.0399360.03570.033752
V0.10.20.30.40.50.60.7
Q^1.7742.0755E-062.0755E-062.0755E-062.0755E-062.0755E-062.0755E-062.0755E-06
D^4.7749.80323E-061.87418E-067.12001E-073.58304E-072.10343E-071.3612E-079.4215E-08
单位管长水头损失i0.000193720.00101320.0026672480.0053001980.0090285140.0139515330.020156908
清水池至斑鸠窝
设计流管道长量度（L/s）（m）
QL0.3271750
水头（m）H12
糙率nn0.0125
初选d
流速v（m/s）
（mm）d40
流量模数K（L/s）
设计管径D（mm）
D40
vK
0.5011395623.9400163
4Q0.001310.001310.001310.001310.001310.001310.00131
3.14V4Q/3.14V0.3140.6280.9421.2561.571.8842.198
0.0041660.0020830.00130.0010410.0008330.0006940.000595
D0.05410.0456380.0372630.0322710.02880.0263490.024394
V0.10.20.30.40.50.60.7
Q^1.7746.55855E-076.55855E-076.55855E-076.55855E-076.55855E-076.55855E-076.55855E-07
D^4.7742.08052E-063.97753E-071.51107E-077.60422E-084.406E-082.88885E-081.99951E-08
单位管长水头损失i0.0002884410.0015087450.0039714180.00717690.0134430740.0207732390.030012779
Lhf高差1.2919184.5844206.2626229.3517253.8761279.8597307.3258
Lhf高差4500.0520921174500.27247500.7172284501.4252344502.4277854503.751595450
5.420232
Lhf高差2160
0.25004
166
PE管
PE管
PE管
12400124001240012400124001240012400
21601.30788321603.44269521606.841122216011.65337216018.00766216026.01712
Lhf高差8000.12405591
8000.838001.7080588003.3941548005.7817028008.934316800
12.90813
Lhf高差17500.36700470
17501.91968217505.053114175010.04125175017.10457175026.431251750
38.18737
PE管
PE管
L290290290290290290290
hf
0.101553.80.532981.4029452.787854.74077.338310.60233
L600600600600600600600
hf0.141340.7393051.9460493.8670746.58728810.1791714.70667
L840840840
hf
0.1597735.40.8357052.199797
8408408408404.3713077.44621511.50516.62429
L900900900900900900900
hf0.1743480.911962.4005234.7701788.12566312.5563818.14122
L1750175017501750175017501750
hf0.5047722.03036.94998213.810623.5253836.3531752.52236
