 | 1906 - 834 strani
...The precipitation and snow storage are considerably less than in the upper part of the drainage area. Discharge measurements are made from the downstream...the top face of the left abutment, downstream side. A tape and reel gage is used. A gage chain is fastened to the upstream hand rail of the bridge 100... | |
 | Geological Survey (U.S.) - 1904 - 980 strani
...a reading of 2 feet on the scale. L. II. Ling, who reads the gage, is the Weather Bureau observer. Discharge measurements are made from the downstream side of the bridge to which the gage is attached. The initial point for soundings is marked on the downstream guard rail at the right, bank.... | |
 | 1905 - 1360 strani
...ladder is attached to the pier to facilitate reading the gage. It is read once each day by George Young. Discharge measurements are made from the downstream side of the bridge, to which the gage is attached. The initial point for soundings is the bolt at the end of the guard rail at the right... | |
 | Geological Survey (U.S.) - 1905 - 1144 strani
...supporting the center of the bridge. The gage is read twice a day by AF Hollebaugh, the postmaster. Measurements are made from the downstream side of the bridge to which tingage is attached. The initial point for soundings is the north end of the downstream hand rail.... | |
 | Geological Survey (U.S.) - 1906 - 994 strani
...precipitation and snow storage are considerably less than in the upper part of the, drainage area. Discharge measurements are made from the downstream side of the bridge to which the gage tape is attaclied. The initial point for soundings is the top face of the left abutment, downstream side. A... | |
 | 1906 - 1176 strani
...free from vegetation, and Is permanent. There is but one channel at all stages. Tho current is swift. Discharge measurements are made from the downstream side of the bridge to which ihe gage is attached. The initial pom: for soundings is lhe wes* end of the bridge, downstream side,... | |
 | Geological Survey (U.S.) - 1906 - 1208 strani
...free from vege'.ation, and is permanent. There is but one channel at all stages. The current is swift. Discharge measurements are made from the downstream side of the bridge to whk'h ;he gage is attached. The inilial point for soundings is the wei' end of the bridge, downstream... | |
 | New York (State). State Engineer and Surveyor - 1907 - 406 strani
...north end of bridge seat of west abutment is 458.02. Observations are taken twice daily by Lloyd Ivast. Discharge measurements are made from the down-stream side of the bridge, to which the gage tapo is attached. The initial point for soundings is the top face of the left abutment, down-stream... | |
 | New York (State). State Engineer and Surveyor - 1908 - 752 strani
...north "end of bridge-seat of west abutment is 458.02. Observations are taken twice daily by Lloyd Kast. Discharge measurements are made from the down-stream...miles, or 58 per cent greater than at Twin Rock bridge. This portion of the basin is underlain by Hudson river and Trenton shales. The topography is moderately... | |
 | New York (State). State Engineer and Surveyor - 1909 - 848 strani
...of bridge-seat of right-hand abutbent is 458.02. Observations are taken twice daily by Lloyd Kast. Discharge measurements are made from the down-stream...which the gage tape is attached. The initial point DIVISIONS OF AREA. AREA i « SQUARE MILES. Black creek, fourth brjdge below Gray lo fiflli bridge (Pardeville)... | |
| |
Discharge measurements are made from the down-stream side of the bridge, to which the gage tape is attached. The initial point for soundings is the top face of the left abutment, down-stream side. The drainage area at this point is 574 square miles, or... 
