## High Walls Or Dams to Resist the Pressure of Water |

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a. m. Pipe amount of compression April 12 April 24 Area exposed assume average resistance cement mortar change of pressure clay coefficient of friction cube is increased cubes of yellowish cubic foot curve C V T dams to resist down-stream toe Drip from pipe excavation experiments exposed to pressure factor of safety feet final one hour formula horizontal inch of surface inch to crushing intersects the base leakage material maximum pressure minutes no change overturning parabola parallelogram g E F G percolation Pipe H closed pipe I open plate Portland cement pounds per square Pressure at gauge pressure of water pressure per square prism resist the pressure resistance per square resistance to crushing resultant g F rock rubble masonry seams sharp pit sand smooth planes space F stone strength per square tensile strength total pressure transmission of pressure triangle tunnel twenty-four hours up-stream toe upward pressure weight width