Washington State Dept. of Ecology HYDAY V139 Output 10/16/2019 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 81.6~ 32.4U 1290* 2310* 380~ 1320~ 909~ 408~ 187J 126J 48.0J 55.3J 1 2 81.4~ 32.4U 1180* 3090M 372~ 1350~ 792~ 467~ 180J 121J 47.0J 56.5J 2 3 78.3~ 183U 1090* 6520M 371~ 2040~ 707~ 471~ 175J 114~ 46.9J 51.5J 3 4 72.1~ 827~ 1010* 4310M 375~ 2180~ 641~ 459~ 170J 109~ 48.7J 81.2B 4 5 67.1~ 2760M 964* 2830* 370~ 2050~ 583~ 442~ 201~ 105~ 55.0B 76.7~ 5 6 61.2B [ ]ß 934* 3410* 387~ 1940~ 546~ 417~ 201~ 101~ 56.9B 61.4J 6 7 56.4B [ ]ß 930* 4650M 401~ 2280~ 577~ 405~ 185~ 97.9~ 61.3B 58.0J 7 8 49.6B 4420M 928* 6020M 422~ 2400~ 562~ 386~ 164J 98.2J 61.5J 55.0J 8 9 44.6B 2650~ 1000* 3970M 468~ 1780~ 646~ 363~ 178~ 94.5J 59.3J 53.6J 9 10 38.7B 1960~ 1120* 3100* 474~ 1980~ 746~ 350~ 290~ 92.6J 55.5J 48.3J 10 11 34.5B 2570~ 2290* 2270* 519~ 3010~ 723~ 331~ 223~ 85.9J 54.6J 47.7J 11 12 32.5U 2630~ 3690* 1730* 769~ 3990M 747~ 320~ 194J 85.2J 53.5J 46.5J 12 13 32.4U 4300M 4660M 1410* 744~ 2680~ 699~ 336~ 184J 86.0J 57.6J 47.6J 13 14 32.4U 2730* 6430M 1170* 651~ 1730~ 731~ 307~ 179J 88.1J 53.6J 54.4J 14 15 46.2U 1900* 7920M 998* 5970M 1260~ 670~ 292J 166J 94.9J 52.0J 55.5J 15 16 156~ 2280* 4430M 878* 6020M 1020~ 634~ 273~ 169J 99.5J 54.0J 52.6J 16 17 53.1B 1530* 3040* 755* 3030J 916~ 678~ 264~ 183~ 101~ 56.4J 107B 17 18 32.5U 1150* 2360* 662* 2320J 938~ 706~ 252~ 179~ 91.3B 58.1J 82.6~ 18 19 124U 1130* 2000* 627* 2550J 959~ 739~ 252~ 153~ 86.3~ 64.9J 62.9B 19 20 88.2B 1310* 1770* 701* 5850M 1410~ 681~ 262~ 146~ 70.1~ 88.9B 55.9J 20 21 36.0U 1340* 2050* 589* 3440M 1150~ 661~ 361~ 138~ 90.1~ 140~ 54.6J 21 22 32.4U 1990* 1940* 541* 2260J 901~ 709~ 316~ 134~ 88.1~ 99.2J 54.0J 22 23 32.4U 2720* 2330* 516* 1720J 799~ 649~ 279~ 130~ 68.8~ 78.2J 52.2J 23 24 32.4U 3360* 2500* 505~ 1900J 1480~ 612~ 258J 136~ 66.3J 69.2J 51.8J 24 25 32.4U 2510* 4180M 501~ 2400J 3880M 569~ 243~ 158~ 66.1J 61.5J 50.8J 25 26 32.4U 2280* 3800* 484~ 2390J 2430~ 534~ 232~ 130J 73.3J 64.7J 53.3J 26 27 32.4U 2190* 3780* 459~ 1850J 1770~ 498~ 221~ 122J 65.3J 69.1J 54.3J 27 28 32.4U 1720* 3150* 436~ 1560J 1350~ 475~ 221~ 123~ 58.4J 63.9J 84.9B 28 29 32.4U 1390* 2800* 418~ 1110~ 455~ 213J 141~ 59.2J 62.6J 86.6~ 29 30 32.4U 1440* 2530* 404~ 944~ 416~ 197~ 147~ 57.0J 66.6J 148~ 30 31 32.4U 2380* 389~ 973~ 187J 53.9J 55.4J 31 Mean 52.4U 1980U 2600M 1830M 1780M 1740M 643~ 316J 169J 86.9J 63.3J 63.3J Median 36.0U 1970U 2330M 878M 1160M 1480M 655~ 307J 170J 88.1J 58.1J 54.8J Max.Daily Mean 156U 4420U 7920M 6520M 6020M 3990M 909~ 471J 290J 126J 140J 148J Min.Daily Mean 32.4U 32.4U 928M 389M 370M 799M 416~ 187J 122J 53.9J 46.9J 46.5J Inst.Max 239U 8390U 11300M 7770M 12600M 4700M 1010~ 536J 345J 135J 201J 413J Inst.Min 32.4U 32.4U 910M 382M 361M 732M 382~ 171J 117J 47.1J 42.1J 37.7J 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 933U * ... Data estimated based on other stations Ann. Median 372U 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 7920U 32.4U ~ ... Provisional data Instant 12600U 32.4U ß ... Bankfull discharge exceeded