Pocketbook of Useful Formulæ and Memoranda
for Civil and Mechanical Engineers

Forfatter: Guilford L. Molesworth

Sider: 744

UDK: 600 (093)

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^78 MOLESWORTH'S POCKET-BOOK W aves—continued. 4. Motion greatest at crest and at lowest portion Ox trough; no motion at half height of wave 5. Power of destruction directly proportional to height of wave, and greatest when crest breaks. 6. A wave of 10 feet high, 32 feet long, would only agitate the water 6 inches at 10 feet below the surface; a wave 10 feet high and 100 feet long would only disturb the water 18 inches at the same depth. 7. At a depth = the length of the wave, the gotlon is diminished to of that at the sur- 8. A wave 30 feet high may exert a pressure of nearly 1 ton per square foot of surface. 9. In exposed position, and in deep water, 13 ton may be exerted by waves striking suddenly on a vertical surface. ' 10 The height of a wave does not equal the depth of water, but it nearly approaches that limit. Velocity of Free Waves in Feet pek Second, when the Length of Wave exceeds 1000 Depth. Depth of Water in feet. Depth .. 1 3 3 | 4 | 5 | 8 10 20 j 30 Velocity 5-? 8 9’8 I n jl2-6 | 16 18 25 1 31 Depth .. 40 60 80 100 1 200 I4OO 600 800 1000 Velocity .. 36 45 51 | 57 | 80 1113 j 139 1601 179