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
372 moleswobth’s pocket-book Ventilation of Tunnels. (Morrison, ‘ Min. Inst. Civ. Eng.,’ vol. xliv.) H = Head in feet of pressure of air of same density as the flowing air. D = Diameter of tunnel in feet. L = Length of pipe or passage in feet. P = Perimeter of cross-secliou in feet. A = Area of pipe or passage in feet. V =x Velocity in thousands of feet per minute. K = Coefficient of friction — -03. „ KV!PL KV24L H —------T----;-----r—> f°r circular section. A 1) ’ On a portion of the Metropolitan Railway, mile long, With 30 trains per day,, the velocity of the air should be 4Ü0 feet per minute. In a tunnel 7 miles long, with 16 trains per day, a current of 410 feet per minute would be needed. When long tunnels without shafts have to be ventilated, a current of air should be passed through a fan placed near one end of the tunnel and the end closed with doors. For a given amount of traffic the power required to ventilate varies as the fourth power of the length. Fur purposes of ventilation, a double line is better than two separate single- line tunnels. For a given length of line there Is a limit In the number of trains, beyond which ventilation becomes impossible. This limit cannot be defined, but for a tunnel 22 miles in length it cannot exceed 20 trains per day. Proportions of Air, Gaseous Products, and Steam in a Tunnel after the passage of 1 Tbain. (D. K. Clark.) Per foot run. Per mile. cub. ft. 11)3. cub. ft. lbs. Air Gaseous products.. Steam 473 1 1-5 36 •08 '056 2,497,440 5280 »840 190,080 420 297