Water Data Report 1997
03266000 STILLWATER RIVER AT ENGLEWOOD, OHIO LOCATION.--Lat 39052'10", long 84016'57", in NW 1/4 sec. 23, T.5 N., R.5 E., Montgomery County, Hydrologic Unit 05080001, on right bank 1,000 ft downstream from Englewood Dam, 1 mi southeast of Englewood, and at mile 8.9. DRAINAGE AREA.--650 mi2. PERIOD OF RECORD.--October 1925 to current year (monthly discharge only, October 1925, published in WSP 1305). REVISED RECORDS.--WSP 1908: Drainage area. GAGE.--Water-stage recorder and concrete control. Datum of gage is 699.82 ft above sea level. REMARKS.--Records good except for periods of estimated record, which are fair. Flood flow regulated by Englewood retarding basin. COOPERATION.--Gage-height tapes and 9 discharge measurements furnished by Miami Conservancy District. EXTREMES OUTSIDE PERIOD OF RECORD.--Flood in March 1913 reached a discharge of 85,400 ft3/s at site 1 mi downstream, computed by Miami Conservancy District. DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997 DAILY MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 162 75 2660 e840 489 2040 e800 265 4810 820 107 67 2 124 75 3870 e740 433 3580 e660 276 7450 1080 98 64 3 91 72 1900 677 456 4480 e600 1300 7880 566 96 62 4 79 70 950 612 1490 2730 553 2630 7610 370 94 57 5 74 69 643 566 4410 1850 542 1500 6930 285 90 56 6 71 69 560 1610 4560 3800 572 914 5990 247 81 55 7 69 73 491 1600 2520 2950 531 644 4570 227 77 52 8 67 97 445 799 1200 1510 436 528 1480 227 73 52 9 66 152 387 e450 854 1280 378 498 863 315 70 54 10 65 206 326 e320 e550 2370 350 432 742 356 67 76 11 64 165 303 e260 e500 1720 333 367 647 285 68 153 12 63 154 1430 e240 e450 1100 386 339 564 234 68 117 13 62 130 3420 e220 e400 894 876 322 542 209 78 85 14 60 112 2040 e200 e380 2580 777 301 1130 197 79 73 15 57 100 1060 e210 e350 2950 532 282 663 189 90 64 16 58 93 873 e270 e320 e2000 455 256 485 177 85 60 17 55 89 3670 e250 e300 e1000 420 239 457 163 128 58 18 78 96 5420 e210 e280 e800 385 232 432 149 150 54 19 77 98 5110 e190 e400 e720 354 236 1560 138 145 52 20 90 95 2860 e180 526 e1500 336 268 759 134 141 52 21 92 93 e700 e220 808 e1000 317 287 480 132 133 53 22 82 91 e540 330 2260 e740 306 238 383 135 131 53 23 85 88 e460 2720 1440 e600 297 217 404 141 112 55 24 78 88 3440 3400 809 e500 287 208 337 145 97 55 25 74 110 5120 1550 602 e450 279 216 293 133 90 55 26 75 2290 4280 987 549 e420 265 454 297 145 83 55 27 75 2600 1600 644 2290 e400 254 732 282 140 79 57 28 72 957 1160 1710 3690 e380 270 468 259 261 76 52 29 69 564 1620 1570 --- e600 269 370 242 183 72 48 30 76 621 1510 739 --- e2500 257 342 232 138 69 43 31 74 --- 1050 585 --- e1200 --- 917 --- 118 69 --- TOTAL 2384 9592 59898 24899 33316 50644 13077 16278 58773 8039 2896 1889 MEAN 76.9 320 1932 803 1190 1634 436 525 1959 259 93.4 63.0 MAX 162 2600 5420 3400 4560 4480 876 2630 7880 1080 150 153 MIN 55 69 303 180 280 380 254 208 232 118 67 43 CFSM .12 .49 2.97 1.24 1.83 2.51 .67 .81 3.01 .40 .14 .10 IN. .14 .55 3.43 1.42 1.91 2.90 .75 .93 3.36 .46 .17 .11 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1926 - 1997, BY WATER YEAR (WY) MEAN 171 355 577 891 944 1153 1077 688 571 360 206 144 MAX 1781 2215 2495 5129 2840 3147 3015 2931 4244 1582 2438 1993 (WY) 1987 1973 1991 1937 1950 1963 1964 1933 1958 1993 1979 1926 MIN 15.6 27.3 27.9 28.6 63.0 111 180 61.1 52.2 30.0 19.7 17.9 (WY) 1964 1945 1945 1945 1964 1941 1941 1941 1934 1988 1988 1963 SUMMARY STATISTICS FOR 1996 CALENDAR YEAR FOR 1997 WATER YEAR WATER YEARS 1926 - 1997 ANNUAL TOTAL 386063 281685 ANNUAL MEAN 1055 772 593 HIGHEST ANNUAL MEAN 1027 1958 LOWEST ANNUAL MEAN 130 1941 HIGHEST DAILY MEAN 7880 Jan 20 7880 Jun 3 9980 Jun 15 1958 LOWEST DAILY MEAN 55 Oct 17 43 Sep 30 4.8 Sep 30 1944 ANNUAL SEVEN-DAY MINIMUM 60 Oct 11 52 Sep 24 9.7 Sep 24 1941 INSTANTANEOUS PEAK FLOW 7950 Jun 3 9980 Jun 15 1958 INSTANTANEOUS PEAK STAGE 79.74 Jun 3 80.88 Jun 15 1958 INSTANTANEOUS LOW FLOW 43 Sep 30 3.7 Sep 30 1944 ANNUAL RUNOFF (CFSM) 1.62 1.19 .91 ANNUAL RUNOFF (INCHES) 22.09 16.12 12.39 10 PERCENT EXCEEDS 3430 2270 1420 50 PERCENT EXCEEDS 361 301 200 90 PERCENT EXCEEDS 75 68 43 e Estimated.