OCR Text |
Show ro o TABLE C- 14 Currant Creek Flows at U. S. Highway 40 ~: 1920- 1960 ( Unit - Cubic- feet per second) 1/ Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept Historical Without Unit 3/ Maximum Year 1952- Minimum Year 19 343/ Maximum Daily Flow Minimum Daily Flow Average Daily Flow 2/ With Unitit/ 3/ Maximum Year 1952-. Minimum Year 1934- Maximum Daily Flow Minimum Daily Flow Average Daily Flow 29 29 31 29 32 31 179 601 254 99 73 57 18 13 16 16 16 21 47 91 35 16 16 8 51 45 42 42 41 49 179 601 378 108 73 72 11 4 8 15 14 15 37 52 24 10 8 8 28 27 24 24 25 31 74 170 106 37 26 27 15 18 20 20 22 20 39 448 141 59 47 34 11 8 15 11 9 15 25 91 35 16 16 8 31 29 31 24 31 28 39 448 264 60 47 40 10 2 8 10 7 10 7 5 3 5 7 5 16 15 16 16 16 20 20 54 45 18 15 17 \ J The flows are the average daily flows for the month. l_ l Historical record, USGS Gage No. 9- 2880, for the years 1934 - present. Records extended by correlation methods for missing years between 1920 and 1960. U. S. Highway 40 is 13 miles downstream from Currant Creek Dam site. J3/ Year means water year ( October through September). M Unit flows include releases for irrigation, spills from Currant Creek Reservoir, Water Hollow and Layout Creek, Diversion Dams, and the Streamgains from the 75 sq. mile intervening area |