Minutes of Proceedings of the Institution of Civil Engineers, Band 229Institution of Civil Engineers, 1929 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 185
... average depth of rainfall over a storm - area bore to the maximum fall within the area covered a relation which could be expressed by the equation Pay ( P + c ) e - k4 " , where Pav was the average rainfall for 1 day over an area of A ...
... average depth of rainfall over a storm - area bore to the maximum fall within the area covered a relation which could be expressed by the equation Pay ( P + c ) e - k4 " , where Pav was the average rainfall for 1 day over an area of A ...
Seite 294
... average would lead . He had obtained 786 points , which was one in 3 miles on the average . The surveys were only of water - levels and bed - levels , which gave gradients and water - depths , and of surface- widths . The areas had ...
... average would lead . He had obtained 786 points , which was one in 3 miles on the average . The surveys were only of water - levels and bed - levels , which gave gradients and water - depths , and of surface- widths . The areas had ...
Seite 407
... average annual rainfall over the drainage - area as 47 inches . If 15 inches were allowed as the difference between rainfall and discharge , the average discharge would be 32 inches , so that the aqueduct was designed to carry about 5-8 ...
... average annual rainfall over the drainage - area as 47 inches . If 15 inches were allowed as the difference between rainfall and discharge , the average discharge would be 32 inches , so that the aqueduct was designed to carry about 5-8 ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Address of Mr W W GRIERSON President | 29 |
Admission of Students | 77 |
Urheberrecht | |
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alluvium Appendix Ashop weir Author Author's formula average B.Sc bed-width bridge Brodie Henderson caisson calculated canal carried cent coefficient concrete cost critical velocity cross section curve cusecs cut-and-cover Derwent Derwent reservoir diameter discharge distributary electric engine equation experience falls feet per second flood flow flume gallons per diem gate gauge given gradient Griffith Howden reservoirs hydraulic mean depth inches increased Jumna river Kennedy Kennedy's Kistna Kutter's length Lindley Lindley's load locomotive Lond Lower Chenab maximum measured method million gallons Minutes of Proceedings necessary observed obtained oil-electric oil-engine Osborne Reynolds Paper pipes Proceedings Inst Punjab railway rain rainfall ratio recorded regime channels reservoir river river Ashop rugosity sand scale scour silt factor slope square miles stable steam-locomotive steel stresses Stud Table traction traction motor train tunnel V₁ vertical wall watercourse wetted perimeter width