| USGS STATION NUMBER |
07191220 |
| USGS STATION NAME |
Spavinaw Creek Near Sycamore, OK |
| HYDROLOGIC UNIT CODE |
11070209 |
| LATITUDE |
36o 20' 07" |
| LONGITUDE |
94o 38' 27" |
| LOCATION |
on Rt Bank, 1.8 miles US from
Cherokee Cr |
| SECTION(S) |
NE 1/4 NW 1/4 Section 4 |
| TOWNSHIP |
21 NORTH |
| RANGE |
25 EAST |
| COUNTY |
Delaware |
| STATE |
Oklahoma |
| USGS 7.5 MINUTE QUAD |
Colcord, OK |
| COMMENTS |
4.8 Miles NE Row & 6.5 Miles
SE Sycamore at RM 35.0 |
| BASIN
CHARACTERISTICS |
|
DRAINAGE AREA
SQ MILES |
133.0 |
MAIN CHANNEL SLOPE
FT/FT |
0.0038 |
MAIN CHANNEL LENGTH
MILES |
22.0 |
MEAN ANNUAL PRECIPITATION
INCHES |
42.9 |
MEAN ANNUAL RUNOFF
INCHES (WY
1962-1999) |
11.84 |
MEAN BASIN ELEVATION
FEET |
1201 |
PERIOD OF RECORD
YEARS |
September 29, 1961 to 1999 |
GAGE DATUM
FEET (topographic map) |
875 |
BANKFULL STAGE AT GAGE
FEET |
7.9 |
1.5 YR DISCHARGE
CFS |
1930 |
BANKFULL STAGE IN CROSS SECTION
FEET |
9.1 |
BANKFULL DISCHARGE
FT3/SEC |
1813 |
BANKFULL RETURN INTERVAL
YRS |
1.45 |
BANKFULL XS AREA
FEET2
|
389 |
MEAN BANKFULL VELOCITY
FT/SEC |
4.7 |
BANKFULL TOPWIDTH IN RIFFLE
SECTION
FEET |
128.5 |
HYDRAULIC RADIUS IN BANKFULL XS
FEET |
2.97 |
BANKFULL SLOPE IN REACH
FEET/FEET |
0.0017 |
BANKFULL
MANNING'S n |
0.027 |
SHEAR STRESS IN BANKFULL XS
AREA
LBf/FT2 |
0.32 |
SIZE OF ROCK TRANSPORTED
DUE TO TRACTIVE FORCE
mm |
16 |
D50
mm |
21 |
| WIDTH TO DEPTH |
42 |
| ENTRENCHMENT RATIO |
2.3 |
| SINUOSITY |
1.28 |
| STREAM CLASSIFICATION |
C4
|
Average Riffle Depth
to Mean Depth |
|
Max Riffle Depth
to Mean Depth |
|
Average Run Depth
to Mean Depth |
|
Average Pool Depth
to Mean Depth |
|
Average Glide Depth
to Mean Depth |
|
Run length
to Total Pool length |
|
Pool length
to Total Pool length |
|
Glide length
to Total Pool length |
|
Percentage Pool /
Riffle Lengths |
|
Riffle Slope
to Bankfull Slope |
|
Pool Slope t
o Bankfull Slope |
|
| REFERENCE MARKS |
|
RP-3:
20 d nail driven in staff
backing on US side of plate
and at DS side of stilling well. |
5.02 ft Gage Datum |
RP-4:
3/4" lag bolt driven in
center
of a blaze on the SW side
of a 10" cedar tree at the
SW side of the
gage bluff. |
11.94 ft Gage Datum |
RM-5:
Standard USGS Brass Cap
set in limestone outcrop in
right low water bank.
~175 ft DS from gage. |
9.252 ft Gage Datum |
RM-6:
Standard USGS Brass Cap
set in limestone bluff.
4.9 ft North and 1.8 ft East of
NE corner of gage
shelter. |
17.951 ft Gage Datum |
| Point of Zero Flow |
3.98 ft Gage Datum |