. The future water supply of San Francisco; a report to the Honorable the secretary of the interior and the Advisory board of engineers of the United States army . Livermore Valley (va-riously estimated at between 10 and 20 milliongallons per day), the daily average net productof the entire fully developed Alameda CreekSystem tvould probably be somewhere between130 and 140 million gallons per day. C.—The San Joaquin Branch of theCombined System of the SpringValley Water Company. Between what has been written heretoforein this report and the data furnished on the ac-compaying map, and on the di
. The future water supply of San Francisco; a report to the Honorable the secretary of the interior and the Advisory board of engineers of the United States army . Livermore Valley (va-riously estimated at between 10 and 20 milliongallons per day), the daily average net productof the entire fully developed Alameda CreekSystem tvould probably be somewhere between130 and 140 million gallons per day. C.—The San Joaquin Branch of theCombined System of the SpringValley Water Company. Between what has been written heretoforein this report and the data furnished on the ac-compaying map, and on the diagram relatingto the flood records of the San Joaquin River,with its three main tributaries above the Com-panys proposed point of intake (VIII on map),very little remains to be said about this latterpractically inexhaustible source of water sup-ply. This source will be used only after thefirst heavy floods of each season have thorough-ly cleansed and scoured each of the main water-bearing river channels. The above mentionedrun-off chart speaks for itself. It indicatesplainly, when, during each season, the proper ;B!KtrK:|:;t:ttt;*4-,4:i11:tt±tlttittm5«r. Q?z. < po H QHO ttiH o- < o^^ ^; <!m HO . O M Dj^P cq OM
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Keywords: ., bookcentury1900, bookdecade, booksubjectwatersupply, bookyear1912
