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Comparison of costs of construction of canals, bridges, turnout gates, drains and siphons for two subdivision plans, showing savings in favor of one made to conform with topography of land; except where ground is flat and slope is less than 10 ft per mi, there is no justification for rectangular method of subdivision; comparative estimate of quantities and costs for developing 5000 a gross. (See also - n 11 Nov (discussion) p 705-6)
Comparison of costs of construction of canals, bridges, turnout gates, drains and siphons for two subdivision plans, showing savings in favor of one made to conform with topography of land; except where ground is flat and slope is less than 10 ft per mi, there is no justification for rectangular method of subdivision; comparative estimate of quantities and costs for developing 5000 a gross. (See also - n 11 Nov (discussion) p 705-6)
Subdivision of irrigated lands
Civ Eng
Welty, P.A. (author)
1932
4 pages
Article (Journal)
English
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