Keywords: MEAN
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles
Journal Articles
Journal Articles
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1892) 109 (1892): 134–160.
Published: 01 January 1892
...A R BINNIE; A BUCHAN; R STRACHEY; G J SYMONS; H F BLANFORD; B LATHAM; W B TRIPP © Thomas Telford and ICE 1892 MEAN AVERAGE ANNUAL RAINFALL CLIMATE RAIN METEOROLOGY MATHEMATICS FLUCTUATION RECORDS MEASUREMENT 134 DISCUSSION ON AVERAGANENURAALINFALL. [Minutcs Of Discussion...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1892) 109 (1892): 160–172.
Published: 01 January 1892
...T W BACKHOUSE; J HOPKINSON; J LUCAS; J R MOSSE © Thomas Telford and ICE 1892 RAINFALL AVERAGE MEAN ANNUAL RAIN CLIMATE METEOROLOGY FLUCTUATION MATHEMATICS TROPICS 160 DISCUSSION ON AVERAGE ANNUAL RAINFALL. [Minutes of Mr. B i d e . of England. The figures in the Paper...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1891) 103 (1891): 273–277.
Published: 01 January 1891
... useful part of Mr. Higham s Tables in a graphic form. The old formula for the discharge of rivers and canals was of the form- __ V=CJRS, where V = mean velocity, R = hydraulic mean depth, S = surface slope. Different observersassigned various and arbitrary values to the coefficient C, and it was only...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1885) 80 (1885): 318–329.
Published: 01 January 1885
... and variableflows. In both cases the discharge is the pro- duct of the area of the stream in the full size. plane of the notch into its mean velocity OVERFALLNOTCHL,IVERPOOL past that plane :or Q = AV. WATEBWOR~S. For the rectangular notch, the ordinary expression for Q, the rata of discharge in cubic feet per...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1885) 80 (1885): 213–220.
Published: 01 January 1885
... are as follows :- Rivers. LTsof -Drainage Area. Extreme Mean Breadth =-AL Cataract Nepean Square miles. . . . . 70 . . . . 284 Miles. 14.5 24 -0 Miles. 4.8 11.84 Comparison of observed coefficient of discharge, and that result- ing from application of Author s formula N X R = C. L2 B2 Years. Rainfall. Rainfall...

or Create an Account

Close subscription notice
Close access options