 | New York (State). State Engineer and Surveyor - 1914 - 472 Seiten
...of bridge-seat of right-hand abutment is 458.02. Observations are taken twice daily by Lloyd Kast. Discharge measurements are made from the downstream side of the bridge, to which the gage tape is attached. The initial point for soundings is the top face of the left abutment, downstream... | |
 | 1905 - 1360 Seiten
...chain from the end of the weight to the marker is 22.00 feet. It is read once each day by John Graham. Discharge measurements are made from the downstream...side of the bridge, to which the gage is attached. This bridge has a span between piers of 100 feet, with 130 feet of trestle approach from the left bank... | |
 | Virginia. Division of Mineral Resources - 1905 - 682 Seiten
...gage. Its elevation is 32.29 feet above gage datum. Discharge measurements are made from the lower side of the bridge to which the gage is attached. The initial point for soundings is the center of the enil pin df the downstream truss on the left bank. Originally measurements were made... | |
 | 1906 - 1176 Seiten
...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,... | |
 | New York (State). State Engineer and Surveyor - 1907 - 406 Seiten
...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... | |
 | Wisconsin Geological and Natural History Survey - 1908 - 524 Seiten
...marker is 26.45 feet. Discharge measurements are made from the upstream side of the five-span highway bridge to which the gage is attached. The initial point for soundings is the face of the abutment on the left end of the bridge. The channel is straight for 2,000 feet above and... | |
 | Wisconsin Geological and Natural History Survey - 1908 - 496 Seiten
...marker is 26.45 feet Discharge measurements are made from the upstream side of the five-span highway bridge to which the gage is attached. The initial point for soundings is the face of the abutment on the left end of the bridge. The channel is straight for 2,000 feet above and... | |
 | New York (State). Legislature. Assembly - 1911 - 1082 Seiten
...of bridge-seat of right-hand abutment is 458.02. Observations are taken twice daily by Lloyd Kast. 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... | |
 | Indiana. Department of Geology and Natural Resources - 1911 - 262 Seiten
...gage, which was fastened to one of the piers. Discharge measurements are made from the 3-span highway bridge to which the gage is attached. The initial point for soundings is the face of the left abutment. The channel is straight above and below the station and the current is swift.... | |
 | 1912 - 894 Seiten
...about 1 mile below the highway bridge at the old tannery dam. The drainage area is 140 square miles. Discharge measurements are made from the downstream side of the bridge to which the chain gage is attached. The original gage was a staff gage. A chain gage was installed June 2, 1910.... | |
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Discharge measurements are made from the downstream side of the bridge to which the gage is attached. The initial point for soundings is the back wall of the bridge seat for the north abutment. 
