Tables Showing Loss of Head Due to Friction of Water in Pipes

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Tables Showing Loss of Head Due to Friction of Water in Pipes
Edmund B Edmund Brownell Weston
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14 2, 950 1. 77 4, 248, 000 0. 07 3. 06 0. 15 3, 000 1. 83 4, 320, 000 0. 07 3. 11 0. 15 3, 050 1. 89 4, 392, 000 0. 08 3. 17 0. 16 3, 100 1. 95 4, 464, 000 0. 08 3. 22 0. 16 3, 150 2. 02 4, 536, 000 0. 08 3. 27 0. 17 3, 200 2. 08 ' 4, 608, 000 0. 08 3. 32 0. 17 3, 250 2. 15 4, (580, 000 0. 09 3. 37 0. 18 3, 300 2. 21 4, 752, 000 0. 09 3. 42 0. 18 3, 350 2. 28 4, 824, 000 0. 09 3. 47 0. 19 3, 400 2. 35 4, 896, 000 0. 09 3. 52 0. 19 3, 450 2. 42 4, 968, 000 0. 10 3. 57 0. 20 3, 500 2. 49 5, 040,... 000 0. 10 3. 63 0. 20 3, 550 2. 56 5, 112, 000 0. 10 3. 68 0. 21 3, 600 2. 63 5, 184, 000 0. 11 FRICTION OF WATER IN CAST-IRON PIPES. 129 DIAMETER TWENTY INCH, Mean Velocity Of Water in Ft. Per Second.
Head in Ft. Re- quired to produce this Velocity.
Discharge in U. S. Gallons per Minute.
Loss of Head in Ft. Due to Friction, per 1000 Ft.
Discharge in U. S. Gallons per 24 Hours.
Loss of Head in Ft. Due to the Orifice of Influx.
3. 73 0. 22 3, 650 2. 71" 5, 256, 000 0. 11 3. 78 0. 22 3, 700 2. 78 5, 328, 000 0.


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