| New York (State). State Engineer and Surveyor - 1912 - 338 Seiten
...the flow as a function of the working head and number of wheel-hours run. In the winter of 1896-1897, a flood spillway was cut around the south end of the...irregular and causes some uncertainty in the calculated flow during times of high water. MONTH. DISCHABQE IN SECOND-FEET. RUN-OFF. 1911. Maximum. Minimum.... | |
| New York (State). State Engineer and Surveyor - 1911 - 854 Seiten
...the flow as a function of the working head and number of wheel-hours run. In the winter of 1896-1897, a flood spillway was cut around the south end of the dam, over which the water begins to flow DISCHARGE IN SECOND-FEET. RUN-OFF. MONTH. Per Depth in inches on drainage area. Maximum. Minimum. Mean.... | |
| New York (State). State Engineer and Surveyor - 1900 - 152 Seiten
...head and number of wheel-hour* run. In the winter of 1896-1897, a flood spillway was cut around tk* south end of the dam, over which the water begins...reaches the level of the crest of the flashboards. The •See Report of State Engineer and Surveyor of New York, 1895, page 105. SECOND-FEET. 8ECCWD-PKET... | |
| New York (State). State Engineer and Surveyor - 1901 - 154 Seiten
...flow as a function of the working head and number of wheel-beers. run. In the winter of 1896-1897, a flood spillway was cut around the south end of -the...reaches the level of the crest, of the flashboards. The •See Report of State Engineer and Surveyor of 'New York, 1895, page 105. SKCOND-FEET. SECOND-FEET... | |
| New York (State). State Engineer and Surveyor - 1902 - 902 Seiten
...the flow as a function of the working head and number of wheel-hours run. In the winter of 1896-1897, a flood spillway was cut around the south end of the...in the calculated flows during times of high water. Whenever the flashboards are off from the main dam the flow is computed by means of the formula used... | |
| New York (State). State Engineer and Surveyor - 1907 - 406 Seiten
...run. * See report of State Engineer and Surveyor of New York, 1895, p 105. In the winter of 1896-1897, a flood spillway was cut around the south end of the...of the spillway is very irregular and causes some imcertainty in the calculated flow during times of high water. Whenever the flash-boards are off from... | |
| New York (State). State Engineer and Surveyor - 1908 - 752 Seiten
...flow as a function of the working head and number of wheel-hours run. In the winter of 1896—1897, a flood spillway was cut around the south end of the...irregular and causes some uncertainty in the calculated flow during times of high water. Whenever the flash-boards are off from the main dam, the flow is computed... | |
| New York (State). State Engineer and Surveyor - 1910 - 704 Seiten
...the flow as a function of the working head and number of wheel-hours run. In the winter of 1S96-1897, a flood spillway was cut around the south end of the...whenever it reaches the level of the crest of the flash-board. The profile of the spillway is very irregular and causes some uncertainty in the calculated... | |
| New York (State). Legislature. Assembly - 1910 - 754 Seiten
...flow as a function of the working head and number of wheel-hours run. In the winter of 1S96— 1897, a flood spillway was cut around the south end of the...whenever it reaches the level of the crest of the flash-board. The profile of the spillway is very irregular and causes some uncertainty in the calculated... | |
| New York (State). Legislature. Assembly - 1911 - 1082 Seiten
...flow as a function of the working head and number of wheel-hours run. In the winter of 181)6-1897, a flood spillway was cut around the south end of the dam, over which the water begins to flow DISCHARGE IN SECOND-FEET. RUH-OFF. MONTH. Per Depth in inches on drainage area. Maximum. Minimum. Mean.... | |
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