 | William Thomas Brande, George William Cox - 1867 - 1090 páginas
...formed with a slope in the lower portion of S to 1 , and in the upper portion of 4 to 1 ; secondly, the outburst bank, 5 feet high and 8 feet wide at top, placed on top of the foregoing, formed with a slope of 1 .1 1 u 1 ; and thirdly, the swash bank, Zk... | |
 | William Thomas Brande, George William Cox - 1867 - 1090 páginas
...formed with a slope in the lower portion of 5 to 1, and in the upper portion of 4 to 1 ; secondly, the outburst bank, 5 feet high and 8 feet wide at top, placed on top of the foregoing, formed with a slope of 1J to 1 ; and thirdly, the wash bank, 2J feet... | |
 | Robert Scott Burn - 1877 - 316 páginas
...referring to embanking work generally, such as that for reservoirs treated of in a preceding section. 1st. The main bank, built to the full height of ordinary...high and 8 feet wide at top, and with a slope of but H to 1, because this part of the bank will have to sustain but a transient stress from the top of the... | |
 | Alexander Beazeley - 1900 - 434 páginas
...propose the threefold bank, of which the diagram [Fig. 6, p. 61] is a section, consisting of — " 1 st. The main bank, built to the full height of ordinary...only to sustain the broken tops of the waves, is but z\ feet high and 2^ feet wide at the top, though its base is 8 feet, and should be made amply sufficient... | |
 | Alexander Beazeley - 1900 - 400 páginas
...feet wide at top, and with a slope to sea side, partly of 5 feet base, and partly of 4 feet base, to i perpendicular, as the minimum slopes. " 2nd. The outburst...high and 8 feet wide at top, and with a slope of but ij to i, because this part of the bank will have to sustain but a transient stress from the top of... | |
 | Alexander Beazeley - 1900 - 402 páginas
...partly of 5 feet base, and partly of 4 feet base, to i perpendicular, as the minimum slopes. " and. The outburst bank, 5 feet high and 8 feet wide at top, and with a slope of but i£ to i, because this part of the bank will have to sustain but a transient stress from the top of... | |
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... st. The main bank, built to the full height of ordinary spring tides, which is taken by way of example at 10 feet. It is 20 feet wide at top, and with a slope to sea side, partly of 5 feet base, and partly of 4 feet base, to 1 perpendicular, as the... 