ForsideBøgerPocketbook of Useful Form…and Mechanical Engineers

Pocketbook of Useful Formulæ and Memoranda
for Civil and Mechanical Engineers

Forfatter: Guilford L. Molesworth

Sider: 744

UDK: 600 (093)

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Side af 764 Forrige Næste
_______ _________________ ___________________________ ____________________ 290 Molesworth’s pocket-book Drainage of La^p, Soil. Depth of Pipes. Distance of Pipes apart. Stiff clay . .............. Friable ditto_________ Soft ditto ., .. , Loam with clay .. . Loam with gravel ., Light loam......... Sandy ditto .. . . . Light sand with gravel .......... Coarse gravelly sand .. ft. 2 3 3 3 3 in. I 2 3 9 0 6 feet. 15 18 21 21 £ 40 50 60 T4BI4S 0F 'roe Powra bbqujbkp to Raise .Wateb fbom Deep Wells. (J. T. Hurst) Dia- meter of Pump Barrel. Descrip- tion of Pump. Quantity of Water Raised per hour. Maximum Depth from which this Quantity can be Raised by each Unit of Power. One Man One mu« in an . turning Do,!key a Crank. a Gin. One Horse working a Gin. One Horse- power Steam- Engine. inches. 2 3; Doable- action lift and force pump. gallons. 225 360 520 700 900 feet. 80 Ö0 35 25 20 feet. 160 100 70 60 40 feet. 660 350 245 175 140 feet. 880 650 385 275 220 COMPABATIVE PERl’OBMANCE OP METHODS USED IN INDIA FOB Raisino Water. (Roorkee Treatise.) . Height raised = 40 feet. Bay — 8 hours. Discharge per hour. Discharge per diem. Power Employed. Method. $ £ I J 1 3 3 Paecottah .. ., Baling * .. .. Single mot .. Double möt .. Single Persian) Wheel .. / Double ditto .. 2-5 I & ® tp fl 90 75 70 66 55 60 29-07 37-5 149-5 165-8 69-3 198 181*4 236-2 924 1045 429 1242 232- 300 1196 1326 654 1704 1451 1876 7392 8360 3432 9936 1'29 2 4’2 * Calculated on |th of the quantity raised 5 feet. tii.K ITIO* 'Flirt T-^a4<-»t. 1 mL. _ . i > • . . ■ ~ 6'8 2 2 2 12 2-8 t (> n On ?I u . 1nantity raised S feet. The ratio of discharea IVhii i 'S Eae‘'ot,^h M !• The relative cost is taking tho Double Persian Wheel M 1. Cost and wear and tear of machinery h not iucluded