Civil Engineering Reference Book, Band 4Emil Heinrich Probst, James Comrie Butterworths, 1961 |
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Seite 35
... channel on transition 1-05 0.5 Both channels 0-74 8 in Superelevation curve Outer channel c.l of road Inner channel 0 100 A Outer channel B 200 Longitudinal section 300 81/4 ft Path of crown Inner channel Plan To plan Crossfall 7.5 1.5 ...
... channel on transition 1-05 0.5 Both channels 0-74 8 in Superelevation curve Outer channel c.l of road Inner channel 0 100 A Outer channel B 200 Longitudinal section 300 81/4 ft Path of crown Inner channel Plan To plan Crossfall 7.5 1.5 ...
Seite 235
... channel , the invert of which is practically level : alternatively , the invert can be raised to form a hump which ... channel above and below flume is 2H , then length of curved contraction in direction of flow Below the throat each ...
... channel , the invert of which is practically level : alternatively , the invert can be raised to form a hump which ... channel above and below flume is 2H , then length of curved contraction in direction of flow Below the throat each ...
Seite 259
... channel of parabolic section , 12 , 18 in which the velocity of flow is controlled by standing wave flume . Two or more channels are installed in order that one or more may be put out of use for maintenance purposes . The depth of the ...
... channel of parabolic section , 12 , 18 in which the velocity of flow is controlled by standing wave flume . Two or more channels are installed in order that one or more may be put out of use for maintenance purposes . The depth of the ...
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activated sludge airport asphalt ballast bill of quantities bitumen breakwater bridges Britain buildings bullhead rail canal capacity carried cast iron cement cent channel civil engineering compressed air construction contract contractor cost cranes depth diam diameter drainage drains dry weather flow effect electric embankment excavated expansion joints factor of safety Figure filters fire formula girders gradient harbour height installation joints laid lb/sq length load load transference lock London material maximum method minimum necessary normal operation patent pavement pipe plant platform practice pre-cast pressure prestressed prestressed concrete pumping quantity radius rail railway reinforced concrete reservoir river road roof runway sewage sewer sheet piling slab sleepers slope sludge soil speed standard steel stress structure structure gauge subgrade suitable superelevation supply surface TABLE thickness timber track traffic trench usually valve velocity vertical walls waves weir wheel width