Berkefeld TWA 6, Руководство по эксплуатации, Страница: 40 / 61

Water velocity c and friction resistances
∆
h
STERLING
in straight pipelines per 100 m pipe length
Berkefeld
Flow rate Inside pipe diameter d (mm)
Q
20 25 32 40 50 70 80 100 125 150 175 200
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
c
∆
h
(m³/h)
m/s m m/s m m/s m m/s m m/s m m/s m m/s m m/s m m/s m m/s m m/s m m/s m
0.4 0.35 1.31 0.23 0.44 0.14 0.18
0.6 0.53 2.79 0.34 0.92 0.21 0.27
0.8 0.71 4.75 0.45 1.55 0.28 0.46
1.0 0.89 7.19 0.57 2.36 0.35 0.69 0.22 0.23
1.2 1.06 10.1 0.68 3.29 0.42 0.96 0.27 0.32
1.4 1.24 13.53 0.79 4.36 0.48 1.27 0.31 0.43
1.6 1.42 17.41 0.91 5.56 0.55 1.65 0.35 0.54
1.8 1.59 21.75 1.02 6.95 0.62 2.49 0.40 0.67
2.0 1.78 26.35 1.13 8.45 0.69 2.04 0.44 0.79 0.28 0.27
2.5 1.41 12.84 0.87 3.76 0.55 1.21 0.35 0.41
3 1.70 18.27 1.04 5.27 0.66 1.72 0.43 0.57
3.5 1.98 24.20 1.22 7.11 0.78 2.28 0.50 0.75
4 1.38 9.05 0.89 2.91 0.57 0.96 0.33 0.25
4.5 1.56 11.25 1.00 3.64 0.64 1.20 0.38 0.31
5 1.73 13.78 1.11 4.43 0.71 1.45 0.42 0.38
5.5 1.90 16.53 1.22 5.35 0.78 1.75 0.46 0.46
6 2.08 19.50 1.33 6.29 0.85 2.03 0.50 0.54
7 2.42 26.60 1.55 8.40 0.99 2.72 0.59 0.73 0.39 0.26
8 1.77 10.85 1.13 3.50 0.67 0.94 0.44 0.33 0.28 0.11
9 1.99 13.63 1.27 4.36 0.75 1.13 0.50 0.42 0.32 0.14
10 2.21 26.70 1.42 5.25 0.84 1.43 0.55 0.51 0.35 0.17
12 2.66 23.65 1.70 7.63 1.00 2.01 0.67 0.71 0.43 0.24
14 1.98 10.21 1.17 2.70 0.78 0.95 0.50 0.31 0.32 0.10
16 2.27 13.07 1.34 3.48 0.89 1.23 0.57 0.40 0.36 0.13
18 2.55 16.62 1.51 4.37 1.00 1.53 0.64 0.50 0.41 0.17
20 2.83 20.40 1.67 5.33 1.11 1.86 0.71 0.61 0.45 0.20
22 3.12 24.20 1.84 6.42 1.22 2.24 0.78 0.73 0.50 0.24
24 2.00 7.56 1.33 2.65 0.85 0.86 0.54 0.28 0.38 0.11
26 2.18 8.82 1.44 3.07 0.92 1.00 0.59 0.33 0.41 0.13
28 2.35 10.17 1.55 3.53 0.99 1.14 0.63 0.37 0.44 0.15
30 2.51 11.58 1.66 4.03 1.06 1.30 0.68 0.43 0.47 0.17
35 2.93 15.66 1.94 5.42 1.24 1.73 0.79 0.57 0.55 0.23 0.40 0.11
40 3.35 20.28 2.22 7.03 1.42 2.24 0.91 0.73 0.63 0.29 0.46 0.14
45 3.77 25.38 2.49 8.78 1.59 2.80 1.00 0.91 0.71 0.37 0.52 0.17
50 2.77 10.81 1.77 3.44 1.13 1.11 0.79 0.45 0.58 0.21 0.44 0.11
55 3.05 12.95 1.95 4.13 1.25 1.33 0.87 0.53 0.64 0.25 0.49 0.13
60 3.32 15.38 2.13 4.90 1.36 1.57 0.94 0.63 0.69 0.29 0.53 0.15
65 3.60 18.00 2.30 5.70 1.47 1.83 1.02 0.74 0.75 0.34 0.58 0.18
70 3.88 20.78 2.48 6.55 1.59 2.10 1.10 0.84 0.81 0.39 0.62 0.20
75 4.15 23.72 2.65 7.50 1.70 2.39 1.18 0.96 0.87 0.44 0.66 0.23
80 4.43 26.93 2.83 8.50 1.81 2.71 1.26 1.09 0.92 0.50 0.71 0.26
85 3.01 9.60 1.93 3.10 1.34 1.22 0.98 0.56 0.75 0.29
90 3.19 10.70 2.04 3.40 1.42 1.36 1.04 0.62 0.80 0.32
95 3.36 11.80 2.15 3.76 1.49 1.50 1.10 0.69 0.84 0.36
100 3.54 13.10 2.27 4.15 1.57 1.66 1.15 0.76 0.89 0.39
110 3.89 15.80 2.49 5.00 1.73 1.99 1.27 0.91 0.97 0.47
120 4.25 18.75 2.72 5.90 1.89 2.36 1.39 1.08 1.06 0.55
130 4.60 21.90 2.95 6.90 2.05 2.74 1.50 1.25 1.15 0.64
140 3.17 7.96 2.20 3.16 1.62 1.44 1.24 0.74
160 3.62 10.33 2.52 4.10 1.85 1.87 1.42 0.96
180 4.08 13.05 2.83 5.15 2.08 2.34 1.59 1.20
200 4.53 16.03 3.15 6.32 2.31 2.87 1.77 1.47
The pressure head losses
∆
h apply to medium-rough pipes (k=00.1 mm). With new, smooth pipes (k=0.05 mm) they
have to be multiplied by 0.9; with very rough pipes (k=0.5 mm) which have been in operation for a longer time with 1.4.
Berkefeld-Filter Anlagenbau GmbH, Lückenweg 5, D-29227 Celle, Phone: (0 51 41) 803-0, Fax: 803-100