Principles and Practice of Embanking Lands from River-floods, as Applied to "levees" of the MississippiD. Van Nostrand, 1878 - 171 ページ |
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12 feet angles of repose applicable Areas in square arithmetical mean Arkansas average height bank bayou Cairo calculation caving channel Civil Engineer clay Cloth Coahoma Coahoma County Commissioner considerations construction County Cubic yards corresponding Cut-off debouch decimal Delta depth distance down-stream drainage earth Edition elevation embankments End areas end-heights extent fact feet wide flood flood-level flood-water flow foot foundation friction greater end Hewson High Water Mark Hypsometry Illustrated inches increased Lake loam material measurement-book ment middle area Mississippi River muck ditch necessity observed Orleans Osage-Orange overflow piles practice present pressure prismoidal prismoidal formula proper quantity rate of fall remarks resistance result sand sectional area side square feet standing angle stream strength sum of widths survey tions Tunica Tunica County U. S. Navy up-stream Valley velocity volume water-banks wet slope whole number width of base width of crown WILLIAM HEWSON wood-cuts Yazoo
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