By Ingersoll-Rand

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2-3 Head and pressure equivalents.. . . . . . . . . . . . . . 2-8 ........................................ 6"C). Numerically, specific gravity is about the same a s the density in grams per cubic centimeter in the cgs system. Other systems of measuring specific gravity or density are related; conversion tables are shown on pages 4-6 to 4-19. 2-10 and 2-11 Irrigation table . . . . . . . . . . . . . . . . . . . . . . 2-12 Frequently used formulas, constants and conversions .

3-7 Example-Head loss Calculation . . . . . . . . . 3-9 to 3-10 Moody diagram-Reynolds Nos. Versus Friction Factor Chart . . . . . . . . . . . . . . . . . . 3-11 Friction of water in cast iron and steel pipe . . . . 3-12 to 3-34 Friction of water in copper tubing and brass pipe . . 3-34 to 3-48 Friction of viscous liquids in pipes . . . . . . . . 3-48 to 3-88 where and fittings . . . . . . 174 ft/sec2) f = friction factor-a dimensionless number which has been determined experimentally and for turbulent flow depends on the roughness of the pipe's interior surface and the Reynolds number (see page 3-5).

Tar-coated cast-lron . . . . . . . . . . . 150-80 1 Glrth-r~vetedsteel (projecting rivets in girth .......................... seams only) ......................... Concrete. Full-riveted steel (projecting rivets in g ~ r t h and horizontal seams1 . . . . . . V~trlf~ed. Splral-rlveted iteel (flow wlth lap) I Spiral-riveted steel (flow agalnst lap) ...... 1 & ;& :ii 1 152-85 - I 130 11s I Problem-referring to the accompanying figure, page 3-10, a pump takes water (68°F) &om a sump and delivers it through 1250 feet of 4" diameter schedule 40 steel pipe.

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