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Reference table for the pipeline loss

Reference table for the pipeline loss
Pipe diameter
(mm)
Capacity(L/s)
1 2 4 6 8 10  
25 3.27 13.0        
40 3.5 14 15       15 20     Brief table for the frictional loss of a straight pipe (for evaluation) the lost meters of a 100m straight
50 0.8 3.1 13 29         25 30 pipe takes the newly cast iron pipe as the standard and multiple for the old one.
65   0.8 3.2 7.1 13 20         40 50  
80   0.4 1.6 3.3 5.9 9.6 21.6           60 70  
100     0.4 0.8 1.3 2.1 6.8 8.6 13 19.4         80 90  
125       0.23 0.4 0.63 1.3 2.7 4.1 5.9 10.7           100 110  
150         0.16 0.26 0.58 1.1 1.6 2.3 4.2 6.4 9.4           120 130  
175           0.11 0.27 0.5 0.74 1.05 1.9 2.9 4.3 5.8 7.7 9.6         140 160  
200             0.13 0.26 0.37 0.53 0.93 1.5 2.1 2.9 3.7 4.7 6.1 7.2 8.5       180 200
250               0.07 0.12 0.18 0.30 0.48 0.68 0.93 1.2 1.5 1.9 2.3 2.8 3.3 3.7 4.9 6.2  
300                   0.07 0.12 0.19 0.27 0.37 0.49 0.61 0.76 0.9 1.1 1.3 1.5 2.0 2.4 3.0

The length of a straight pipe converted into from both valve and elbow (each)
Variety Convert into the times of the diameter
of a straight pipe
Note
Full opened gate valve 15 Multiple in case of un open
Standard elbow 25  
Back valve 100  
Foot valve 100 Partial block-up multiplied
Note: For instance, a 100mm diameter pipe, the foot valve has a 100 100=10000mm=10m diameter when which is Max. Capacity limit for a certain pipeline diameter converted into 100 times that of the pipe's diameter. Suppose the flow is 8L/s, looked into the above table, the   loss of the straight pipe is 1.3m each 100m, then the one for 100mm is 0.13m, that is, for a 100mm foot valve with a flow 8L/s, its head low is 0.13m.  

Limit of the maximum flow for a pipe with a certain diameter
Pipeline
diameter
(mm)
Max.
Capacity
(L/s)
Max.
flow velocity
(m/s)
Pipeline
diameter
(mm)
Max.
Capacity
(L/s)
Max.
flow velocity
(m/s)
25 1 2.04 125 30.0 2.44
40 2.5 2.20 150 43.0 2.45
50 4.17 2.12 175 60.0 2.49
65 6.67 2.01 200 83.3 2.69
80 10.0 2.26 250 133.3 2.72
100 18.4 2.33 300 192.0 2.72
Note: The pipeline loss would be made greatly increased once the limit is over.
 
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