Annual Report

כריכה קדמית
 

מהדורות אחרות - הצג הכל

מונחים וביטויים נפוצים

קטעים בולטים

עמוד 304 - That said plans are just and equitable to the other municipalities and civil divisions of the State affected thereby and to the inhabitants thereof, particular consideration being given to their present and future necessities for sources of water supply.
עמוד 136 - The expense of any such improvements shall be apportioned on the public and private property and municipalities benefited to the extent of the benefits received. Any such reservoir shall always be operated by the State, and the Legislature shall provide for a charge upon the property and municipalities benefited for a reasonable return to the State upon the value of the rights and property of the State used and the services of the State rendered, which shall be fixed for terms of not exceeding ten...
עמוד 398 - Rating curve well defined between 20 and 1,200 second-feet. Gage read to hundredths twice daily. Daily discharge ascertained by applying mean daily gage height to the rating table.
עמוד 356 - Clean a wasteway from Cuba reservoir enters the river through Olean creek. This reservoir is on the divide between Oil creek, tributary to Allegheny river, and Genesee river, tributary to Lake Ontario. The stored water is commonly turned into Genesee River through the abandoned summit level of Genesee River canal, or may be diverted into Oil creek through a guard lock at the head of the canal.
עמוד 319 - Maximum stage, 12.5 feet during the late evening of March 27, 1913, determined by leveling from flood marks; discharge, about 46,000 second-feet. Minimum stage recorded. 2.12 feet at 8:55 AM and 6:20 p. M., September 30, 1913; discharge, about 290 second-feet.
עמוד 339 - Gage. — Staff, in two sections, on downstream end of left pier of railroad bridge; read by JP Lyons. Discharge measurements. — Made from the highway bridge about 200 feet above the gage, or by wading. Channel and control. — Coarse gravel; occasionally shifting. Extremes of discharge. — Maximum stage recorded during year...
עמוד 334 - Maximum stage not recorded, as gage used prior to August 17, 1914, could not be reached at high stages. Minimum stage recorded, 6.1 feet at 5 PM, September 14, 1913; discharge, practically zero. Ice. — Stage-discharge relation affected by ice. Regulation. — Flow affected by storage on Walloomsac river and at Hoosick Falls about 2 miles above gage. Accuracy. — Stage-discharge relation probably permanent between dates of shift.
עמוד 319 - Rating curve well denned between 550 and 20,000 second-feet. Gage read to hundredths twice daily. Daily discharge ascertained by applying mean daily gage height to rating table. Results good.
עמוד 409 - Records include flow over concrete spillway 171.25 feet in crest length, a rating for which has been prepared by use of coefficients- derived from experiments made in the hydraulic laboratory of Cornell University on a model section of the dam; the discharge through two power units equipped with 300-kilowatt generators, which have been rated by current-meter measurements; and the discharge through two 5-foot waste-gates when open.
עמוד 343 - Rating curve well defined between 50 and 4,500 second-feet. Gage read to half-tenths twice daily. Daily discharge ascertained by applying mean daily gage heights to rating table. Results good for periods when the stage-discharge relation is not affected by ice; fair for other periods.

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