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RED RIVER OF THE NORTH BASIN
05059310 SHEYENNE RIVER DIVERSION NEAR HORACE, ND
LOCATION.--Lat 46°45'06", long 96°55'33", in NE1/4SE1/4SE1/4 sec.24, T.138 N., R.50 W., Cass County, Hydrologic Unit 09020204,
at diversion structure 1 mi southwest of Horace.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--October 1992 to current year.
GAGE.--Water-stage recorder for Sheyenne River above Sheyenne River Diversion near Horace (station 05059300) is used to obtain
stage record for this station. Datum of gage is 890 ft above sea level.
REMARKS.--Records fair. The records are for the flow that is diverted from the Sheyenne River at this location. When flows are
greater than about 1,000 ft3/s, at Sheyenne River above Sheyenne River Diversion near Horace (05059300), diversions are made
in order to control flood discharges downstream. The diverted flow returns to the Sheyenne River main channel at a location
about 13 mi downstream, below the city of West Fargo. See Sheyenne River Diversion at West Fargo (station 05059480) for
return flows.
DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1999 TO SEPTEMBER 2000
DAILY MEAN VALUES
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
1 .00 .00 .00 .00 .00 .00 .00 .00 .00 457 .00 .00
2 .00 .00 .00 .00 .00 .00 .00 .00 .00 416 .00 .00
3 .00 .00 .00 .00 .00 .00 .00 .00 .00 262 e.00 .00
4 .00 .00 .00 .00 .00 .00 .00 .00 .00 79 e.00 .00
5 .00 .00 .00 .00 .00 .00 .00 .00 .00 2.4 e.00 .00
6 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 e.00 .00
7 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.3 e.00 .00
8 .00 .00 .00 .00 .00 .00 .00 .00 .00 8.5 .00 .00
9 .00 .00 .00 .00 .00 .00 .00 .00 .00 7.1 .00 .00
10 .00 .00 .00 .00 .00 .00 .00 .00 .00 .09 .00 .00
11 .00 .00 .00 .00 e.00 .00 .00 .00 .00 .00 .00 .00
12 .00 .00 .00 .00 e.00 .00 .00 .00 .00 .00 .00 .00
13 .00 .00 .00 .00 e.00 .00 .00 .00 .00 .00 .00 .00
14 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
15 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
16 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
17 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
18 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
19 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
20 .00 .00 .00 .00 .00 .00 .00 .00 48 .00 .00 .00
21 .00 .00 .00 .00 .00 .00 .00 .00 313 .00 .00 .00
22 .00 .00 .00 .00 .00 .00 .00 .00 357 .00 .00 .00
23 .00 .00 .00 .00 .00 .00 .00 .00 368 .00 .00 .00
24 .00 .00 .00 .00 .00 .00 .00 .00 406 .00 .00 .00
25 .00 .00 .00 .00 .00 .00 .00 .00 439 .00 .00 .00
26 .00 .00 .00 .00 .00 .00 .00 .00 449 .00 .00 .00
27 .00 .00 .00 .00 .00 .00 .00 .00 444 .00 .00 .00
28 .00 .00 .00 .00 .00 .00 .00 .00 443 .00 .00 .00
29 .00 .00 .00 .00 .00 .00 .00 .00 451 .00 .00 .00
30 .00 .00 .00 .00 --- .00 .00 .00 457 .00 .00 .00
31 .00 --- .00 .00 --- .00 --- .00 --- .00 .00 ---
TOTAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4175.00 1233.39 0.00 0.00
MEAN .000 .000 .000 .000 .000 .000 .000 .000 139 39.8 .000 .000
MAX .00 .00 .00 .00 .00 .00 .00 .00 457 457 .00 .00
MIN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
AC-FT .00 .00 .00 .00 .00 .00 .00 .00 8280 2450 .00 .00
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1993 - 2000, BY WATER YEAR (WY)
MEAN .081 .81 .000 .000 .000 99.9 597 270 42.0 60.5 109 .000
MAX .65 6.50 .000 .000 .000 471 1507 1181 139 281 872 .000
(WY) 1995 1995 1993 1993 1993 1995 1997 1997 2000 1993 1993 1993
MIN .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
(WY) 1993 1993 1993 1993 1993 1997 2000 1993 1993 1996 1994 1993
SUMMARY STATISTICS FOR 1999 CALENDAR YEAR FOR 2000 WATER YEAR WATER YEARS 1993 - 2000
ANNUAL TOTAL 31108.50 5408.39
ANNUAL MEAN 85.2 14.8 98.3
HIGHEST ANNUAL MEAN 226 1997
LOWEST ANNUAL MEAN 14.8 2000
HIGHEST DAILY MEAN 930 Apr 12 457 Jun 30 2390 Apr 26 1997
LOWEST DAILY MEAN .00 Jan 1 .00 Oct 1 .00 Oct 1 1992
ANNUAL SEVEN-DAY MINIMUM .00 Jan 1 .00 Oct 1 .00 Oct 1 1992
INSTANTANEOUS PEAK FLOW 465 Jun 30 2590 Apr 28 1997
INSTANTANEOUS PEAK STAGE 21.62 Jun 30 a 26.66 Mar 25 1999
ANNUAL RUNOFF (AC-FT) 61700 10730 71240
10 PERCENT EXCEEDS 383 .00 170
50 PERCENT EXCEEDS .00 .00 .00
90 PERCENT EXCEEDS .00 .00 .00
a From high-water mark, backwater from ice and closure of diversion channel
e Estimated
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