Annual Report of the State Engineer and Surveyor for the Fiscal Year Ending ..., Volumen2State Engineer and Surveyor, 1914 |
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Página 16
... W. S. Easterly . 3.34 2.5 0.2 & 0.8 393 90 252 Dec. 11 C. S. De Golyer . 6.38 5.0 0.2 & 0.8 635 112 1,560 Dec. 10 . C. S. De Golyer . 6.23 5.0 0.2 & 0.8 629 112 1,460 Dec. 30 . W. S. Easterly . 5.36 5.0 0.2 & 0.8 584 97.5 989 a Complete ...
... W. S. Easterly . 3.34 2.5 0.2 & 0.8 393 90 252 Dec. 11 C. S. De Golyer . 6.38 5.0 0.2 & 0.8 635 112 1,560 Dec. 10 . C. S. De Golyer . 6.23 5.0 0.2 & 0.8 629 112 1,460 Dec. 30 . W. S. Easterly . 5.36 5.0 0.2 & 0.8 584 97.5 989 a Complete ...
Página 37
... W. S. Easterly . 1.26 0.2 & 0.8 192 40.5 194 July 25 . W. S. Easterly . 1.17 0.2 & 0.8 194 40.8 182 July 26 W. S. Easterly . 1.43 0.2 & 0.8 189 40 187 July 28 . W. S. Easterly . 1.21 0.2 & 0.8 190 40 185 July 29 W. S. Easterly . 1.22 ...
... W. S. Easterly . 1.26 0.2 & 0.8 192 40.5 194 July 25 . W. S. Easterly . 1.17 0.2 & 0.8 194 40.8 182 July 26 W. S. Easterly . 1.43 0.2 & 0.8 189 40 187 July 28 . W. S. Easterly . 1.21 0.2 & 0.8 190 40 185 July 29 W. S. Easterly . 1.22 ...
Página 38
... W. S. Easterly 4.75 0.2 & 0.8 126 33 42.1 July 25 . W. S. Easterly . 4.70 0.2 & 0.8 123 33 38.4 July 26 . W. S. Easterly . 4.77 0.2 & 0.8 122 33 33.8 July 28 . W. S. Easterly 4.62 0.2 & 0.8 123 32 39.8 July 30 . W. S. Easterly . 4.58 ...
... W. S. Easterly 4.75 0.2 & 0.8 126 33 42.1 July 25 . W. S. Easterly . 4.70 0.2 & 0.8 123 33 38.4 July 26 . W. S. Easterly . 4.77 0.2 & 0.8 122 33 33.8 July 28 . W. S. Easterly 4.62 0.2 & 0.8 123 32 39.8 July 30 . W. S. Easterly . 4.58 ...
Página 41
... W. S. Easterly . 5.46 896 5 0.2 & 0.8 230 193 0.63 145 Oct. 27 G. H. Canfield . 8.37 877 10 0.2 & 0.8 944 226 1.46 1,380 Oct. 27 G. H. Canfield . 8.34 877 5 0.2 & 0.8 949 226 1.43 1,360 a Made by wading 100 feet above gage . b Made ...
... W. S. Easterly . 5.46 896 5 0.2 & 0.8 230 193 0.63 145 Oct. 27 G. H. Canfield . 8.37 877 10 0.2 & 0.8 944 226 1.46 1,380 Oct. 27 G. H. Canfield . 8.34 877 5 0.2 & 0.8 949 226 1.43 1,360 a Made by wading 100 feet above gage . b Made ...
Página 44
... W. S. Easterly . 1.92 2.5 0.2,0.8 & 0.6 87.8 64 0.70 61.7 Sept. 23 b W. S. Easterly . 1.15 2.5 0.2,0.8 & 0.6 39.1 57 0.45 17.6 Sept. 24 b W. S. Easterly . 1.56 2.5 0.2 & 0.8 64.3 62 0.60 38.5 Sept. 24 b W. S. Easterly . 2.32 2.5 0.2 ...
... W. S. Easterly . 1.92 2.5 0.2,0.8 & 0.6 87.8 64 0.70 61.7 Sept. 23 b W. S. Easterly . 1.15 2.5 0.2,0.8 & 0.6 39.1 57 0.45 17.6 Sept. 24 b W. S. Easterly . 1.56 2.5 0.2 & 0.8 64.3 62 0.60 38.5 Sept. 24 b W. S. Easterly . 2.32 2.5 0.2 ...
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abutment of bridge aluminum tablet stamped April Barge Canal Datum bowlder bronze tablet stamped C. S. De Golyer chiseled square copper bolt cross in circle culvert Current-meter Discharge Measurements DISCHARGE IN SECOND-FEET drainage basin Elevation of Water-surface Erie Canal Essex feet east feet north feet south feet west Fulton gaging station Hamilton Herkimer highway bridge Hill Hudson River July junction June lock lower step N. Y. marked B. M. Mean Daily Discharge Mean Daily Elevation miles east miles south miles west Mohawk River Mount Marcy Mountain N. Y. DAY N. Y. Drainage area northeast corner Oneida Oneida River Oswego Pond QUADRANGLE Raquette Lake rock roundheaded Sacandaga River Schoharie Schoharie Creek Seneca River Sept southeast square cut square miles stone stream towpath abutment towpath side triangulation station W. S. Easterly water surface Water-surface Barge Canal West Canada creek west wing wing of towpath