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A= 0.00049 ㎡ , R= 0.00625 m

X
I
C=140.0(유속계수)
관 길이에 대한
동수구배
V (평균유속)
Q (유량)
마찰 손실 수두
(X / 1000)
m/sec
㎥/sec
㎥/day
1.0
0.0010
0.1166
0.000057
4.942
1.2
0.0012
0.1286
0.000063
5.453
1.4
0.0014
0.1398
0.000069
5.926
1.6
0.0016
0.1503
0.000074
6.370
1.8
0.0018
0.1601
0.000079
6.788
2.0
0.0020
0.1695
0.000083
7.185
2.5
0.0025
0.1912
0.000094
8.105
3.0
0.0030
0.2110
0.000104
8.944
3.5
0.0035
0.2293
0.000113
9.720
4.0
0.0040
0.2465
0.000121
10.447
4.5
0.0045
0.2626
0.000129
11.133
5.0
0.0050
0.2780
0.000136
11.785
5.5
0.0055
0.2927
0.000144
12.407
6.0
0.0060
0.3068
0.000151
13.004
7.0
0.0070
0.3334
0.000164
14.133
8.0
0.0080
0.3583
0.000176
15.190
9.0
0.0090
0.3819
0.000187
16.187
10.0
0.0100
0.4042
0.000198
17.135
12.0
0.0120
0.4460
0.000219
18.908
14.0
0.0140
0.4848
0.000238
20.549
16.0
0.0160
0.5210
0.000256
22.086
18.0
0.0180
0.5552
0.000272
23.536
20.0
0.0200
0.5877
0.000288
24.914
24.0
0.0240
0.6485
0.000318
27.491
28.0
0.0280
0.7048
0.000346
29.878
30.0
0.0300
0.7316
0.000359
31.012
35.0
0.0350
0.7951
0.000390
33.704
40.0
0.0400
0.8545
0.000419
36.224
45.0
0.0450
0.9107
0.000447
38.603
50.0
0.0500
0.9640
0.000473
40.863
60.0
0.0600
1.0637
0.000522
45.090
70.0
0.0700
1.1560
0.000567
49.004
80.0
0.0800
1.2425
0.000610
52.669
90.0
0.0900
1.3241
0.000650
56.127
100.0
0.1000
1.4016
0.000688
59.413

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