Washington State Dept. of Ecology HYDAY V139 Output 08/05/2020 Site 28B080 Washougal River at Hathaway Park Year 2006/07 VarFrom 232.00 Raw Stage in Feet Table Type Rate VarTo 262.00 Discharge in Cubic feet/second, Measured flow Figures are for period starting 00:00 Day Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Day 1 75.1~ 32.4U 1270* 2270* 368~ 1300~ 872~ 374~ 173J 129J 58.4J 65.8J 1 2 75.0~ 32.4U 1160* 3050M 360~ 1330~ 758~ 463~ 166J 123J 57.2J 67.0J 2 3 72.1~ 174U 1070* 6460M 360~ 2000~ 675~ 508~ 160J 116~ 57.1J 61.2J 3 4 65.9~ 809~ 992* 4260M 364~ 2150~ 611~ 495~ 163J 111~ 59.3J 92.4B 4 5 61.2B 2730M 943* 2790* 360~ 2020~ 555~ 475~ 212~ 107~ 66.4B 88.3~ 5 6 55.6B [ ]ß 913* 3370* 377~ 1900~ 519~ 447~ 211~ 103~ 68.5B 71.5J 6 7 51.2B [ ]ß 910* 4600M 391~ 2240~ 548~ 432~ 195~ 99.6~ 73.3~ 67.6J 7 8 44.9B 4360M 907* 5960M 412~ 2360~ 534~ 410~ 173J 99.7J 73.5J 64.2J 8 9 40.3B 2620~ 980* 3920M 458~ 1750~ 614~ 384~ 187~ 96.0J 71.2J 62.4J 9 10 34.9B 1930~ 1100* 3060* 464~ 1940~ 710~ 369~ 301~ 93.9J 67.0J 56.3J 10 11 32.4U 2530~ 2260* 2240* 510~ 2960~ 687~ 347~ 232~ 86.9J 66.0J 55.4J 11 12 32.4U 2590~ 3640* 1710* 758~ 3920M 710~ 334~ 203J 86.1J 64.8J 53.9J 12 13 32.4U 4250M 4610M 1390* 734~ 2630~ 663~ 349~ 192J 86.6J 69.3J 55.0J 13 14 32.4U 2700* 6370M 1150* 642~ 1690~ 694~ 318~ 186J 88.6J 64.9J 62.4J 14 15 44.3U 1870* 7850M 977* 5950M 1230~ 634~ 301J 173J 95.3J 63.1J 63.4J 15 16 148~ 2250* 4380M 858* 6000M 996~ 599~ 281~ 176J 99.7J 65.2J 60.0J 16 17 48.3U 1500* 3000* 737* 3010J 887~ 642~ 271~ 190~ 106~ 67.9J 117~ 17 18 32.4U 1130* 2330* 646* 2310J 907~ 668~ 257~ 186~ 105~ 69.8J 91.6~ 18 19 118U 1110* 1970* 612* 2540J 929~ 699~ 255~ 159~ 100~ 77.3J 70.5B 19 20 81.8B 1290* 1740* 684* 5830M 1370~ 643~ 263~ 151~ 82.9~ 102~ 62.9J 20 21 34.1U 1320* 2010* 574* 3430M 1110~ 624~ 360~ 143~ 104~ 157~ 61.3J 21 22 32.4U 1960* 1910* 527* 2260J 869~ 669~ 314~ 138~ 102~ 113J 60.5J 22 23 32.4U 2690* 2300* 500* 1720J 770~ 611~ 275~ 134~ 81.5~ 91.8J 58.3J 23 24 32.4U 3320* 2470* 486~ 1890J 1440~ 575~ 252J 140~ 78.8J 82.0J 57.8J 24 25 32.4U 2480* 4130M 482~ 2400J 3800M 534~ 236~ 162~ 78.6J 73.6J 56.5J 25 26 32.4U 2250* 3750* 466~ 2390J 2370~ 499~ 223~ 134J 86.5J 77.0J 59.0J 26 27 32.4U 2160* 3730* 442~ 1850J 1720~ 461~ 212~ 125J 77.7J 81.9J 59.9J 27 28 32.4U 1690* 3110* 420~ 1540J 1310~ 438~ 210~ 126~ 70.2J 76.0J 91.3B 28 29 32.4U 1370* 2760* 403~ 1070~ 418~ 202J 144~ 71.1J 74.4J 93.1~ 29 30 32.4U 1420* 2490* 390~ 907~ 381~ 184~ 151~ 68.6J 78.6J 155~ 30 31 32.4U 2350* 376~ 937~ 174J 65.1J 66.2J 31 Mean 49.5U 1950U 2560M 1800M 1770M 1700M 608~ 322J 173J 93.5J 75.3J 71.4J Median 34.1U 1940U 2300M 858M 1150M 1440M 619~ 314J 169J 95.3J 69.8J 62.7J Max.Daily Mean 148U 4360U 7850M 6460M 6000M 3920M 872~ 508J 301J 129J 157J 155J Min.Daily Mean 32.4U 32.4U 907M 376M 360M 770M 381~ 174J 125J 65.1J 57.1J 53.9J Inst.Max 228U 8320U 11300M 7700M 12500M 4630M 973~ 545J 356J 146J 221J 425J Inst.Min 32.4U 32.4U 890M 369M 350M 704M 350~ 158J 121J 57.4J 51.4J 43.9J Missing Days 0 2 0 0 0 0 0 0 0 0 0 0 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 922U * ... Data estimated based on other stations Ann. Median 368U B ... Below rating, reliable extrapolation Missing Days 2 J ... Estimated Data M ... Data based on modeled discharge Maximum Minimum U ... Unknown flow, less than value shown Daily Mean 7850U 32.4U ~ ... Provisional data Instant 12500U 32.4U ß ... Bankfull discharge exceeded