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Sugar Creek Watershed Characteristics - Water

RAINFALL

Graph of Average annual precipitation in Caddo County
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The average annual precipitation in Caddo County is 29.8 inches. The thirty year (1961-1990) average annual precipitation at Lookeba, Oklahoma (inside the watershed), is slightly higher, at 30.3 inches. The highest monthly averages fall in May, September, and June. About 31 percent of the annual precipitation is in the spring, 29 percent in the summer and fall, and 11 percent in the winter. Precipitation records for Lookeba's weather station date back to 1940, 57 years of record. The ten highest single day (24 hour) precipitation events exceed 4 inches but are no greater than 7.35 inches. The highest and four out of the top ten occurred in September, the second highest and three out of the top ten occurred in May, and the other three out of the top ten have occurred in late summer (August) or Fall (October and November).

LOOKEBA 2 ENE PRECIPITATION NORMALS - INCHES: 1961-1990

MONTH MONTHLY
AVERAGE
CUMULATIVE
PRECIPITATION
MAXIMUM DAILY
PRECIP ON RECORD
JANUARY 0.98 0.98 2.16
FEBRUARY 1.31 2.29 1.92
MARCH 2.18 4.47 4
APRIL 2.46 6.93 3.43
MAY 4.81 11.74 6.56
JUNE 4.16 15.9 4.02
JULY 1.89 17.79 3.35
AUGUST 2.58 20.37 4.38
SEPTEMBER 4.35 24.72 7.35
OCTOBER 2.73 27.45 5.9
NOVEMBER 1.79 29.24 4.93
DECEMBER 1.02 30.26 1.9

Hail storms occurs in the county on an average of 5 years out of every 9. About 75 percent of the storms occur in the months of April through June, and two out of three of them occur between 4 p.m. and 8 p.m. The paths of these storms average 4 to 17 miles, and the storms generally move northeastward. Hailstones average about 1-1/2 inches in diameter.

RUNOFF

FLOW DURATION CURVE

Graph of the Flow Duration Curve
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The Agricultural Research Service ARS measured discharge on Sugar Creek near Gracemont, Oklahoma (USGS Gage No. 07327000) from October, 1956 to September, 1974. The U.S. Geological Survey published the daily mean flows of this gage 07327000, in their Water Resources Data for Oklahoma (Part 1. Surface Water Records) annual reports.

The Flow Duration Curve for the period of record - 1956 to 1974, shows for a given mean daily discharge, the percent of time (out of 19 years) that the flow was equaled or exceeded. For example a mean daily discharge of 10 cubic feet per second (cfs) was equaled or exceeded 32 percent of the time in the 19 year record or in other words, the mean daily flow was equal to or greater than 10 cfs for 439 days out of 6,939 days. This Flow Duration Curve is based on a previous record and does not imply a prediction of mean daily flows in the future.

For 19 years of record, the average runoff of the Sugar Creek Watershed above Gracemont was a little under one inch (0.97 inch). Runoff is a volume that is expressed as the depth that the water would attain on a flat surface of equal area to the watershed above the gaging site. In this instance, the drainage area varied from 203 to 208 square miles, due to changes in the stream gage location.

HISTORIC RECORDS - STORM HYDROGRAPHS AND SUSPENDED SEDIMENT DISCHARGES

164 ACRE FEET OF SUSPENDED SEDIMENT PASS GRACEMONT IN 5.5 DAYS

Graph of Storm Hydrographs and Suspended Sediment Discharges
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May 4, 1969 through May 8, 1969, a series of fronts moved across the watershed and left 3.94 inches of precipitation in the Lookeba 2 ENE gage. The resulting runoff of water on Sugar Creek near Gracemont, Oklahoma (USGS Gage 07327000) was 8830 acre-feet and the resulting runoff of sediments is estimated well over 164 acre feet. The synthetic hydrograph shown above, matches instantaneous discharge measurements and runoff volume.

ESTIMATION OF PEAK DISCHARGES

NUMBERS IN CUBIC FEET PER SECOND BASED ON USGS WATER RESOURCES INVESTIGATIONS REPORT 97-4202

SITE/ LOCATION DRAINAGE AREA - SQ MILES SLOPE - FT/MILE 1.5 YR - BANKFULL Q 2 YR 5 YR 10 YR 25 YR 50 YR 100 YR
SITE #2 CR AT CONF W/ SUGAR CR. 2.3 32.8 180 276 634 967 1516 2026 2606
MEDICINE CR. AT CONF W/ SUGAR CR. 2.3 21.9 175 259 591 899 1404 1871 2402
CAMP CR. AT CONF W/ SUGAR CR. 2.5 39.7 200 304 699 1068 1677 2243 2888
DEVILS CANYON CR. AT CONF W/ SUGAR CR. 3.1 21.3 210 314 717 1090 1702 2267 2910
YELLOW CR. AT CONF W/ SUGAR CR. 4.2 25.9 255 387 886 1348 2108 2812 3612
HUNT CR. AT CONF W/ SUGAR CR. 4.9 25.2 280 423 968 1473 2302 3070 3943
KICKAPOO CR. AT CONF W/ SUGAR CR. 4.9 22.4 275 415 949 1442 2251 3000 3851
KEECHI CR. AT CONF W/ SUGAR CR. 7.0 19.6 335 507 1156 1754 2734 3640 4670
KILDCAT CR. AT CONF W/ SUGAR CR. 7.1 19.9 335 514 1172 1778 2773 3692 4737
WHITEBREAD CR. AT CONF W/ SUGAR CR. 8.6 17.3 375 567 1292 1958 3049 4056 5200
SUGAR CR. AT CONFLUENCE W/ DEVILS CANYON CR. 20.2 9 570 863 1948 2935 4538 6009 7679
SUGAR CR. AT CONFLUENCE W/ KICKAPOO CR. 29.0 9 700 1078 2436 3668 5669 7507 9594
SUGAR CR. AT CONFLUENCE W/ HUNT CR. 36.1 9 820 1233 2787 4195 6484 8586 10972
SUGAR CR. AT CONFLUENCE W/ MEDICINE CR. 38.7 9 840 1287 2908 4378 6765 8959 11449
SUGAR CR AT CONFLUENCE W/ WILDCAT CR. 48.1 9 970 1472 3327 5008 7737 10245 13092
SUGAR CR AT CONFLUENCE W/ KEECHI CR. 57.4 9 1060 1641 3710 5583 8624 11420 14593
SUGAR CR AT CONFLUENCE W/ WHITEBREAD CR. 66.3 9 1185 1792 4053 6097 9417 12470 15936
SUGAR CR AT CONFLUENCE W/ YELLOW CR. 71.4 9 1225 1875 4240 6379 9851 13045 16671
SUGAR CR AT GRACEMONT BRIDGE 73.0 9 1260 1902 4300 6469 9991 13230 16906
SUGAR CR AT CONFLUENCE W/ SITE #2 CR. 75.8 9 1270 1946 4400 6619 10222 13536 17298
SUGAR CR AT CONFLUENCE W/ CAMP CR. 85.1 9 1390 2089 4726 7108 10976 14534 18573
SUGAR CR AT CONFLUENCE W/ WASHITA R. 94.9 9 1480 2234 5053 7600 11734 15538 19856

Annual lake evaporation is 63 inches, 69 percent of which occurs from May through October.

WASTEWATER TREATMENT

Gracemont, Binger, and Lookeba each have waste treatment storage lagoons situated on top of the floodplain soils of Sugar Creek.

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