Station list     Available data
WABASH RIVER BASIN


03337100       BONEYARD CREEK AT LINCOLN AVENUE AT URBANA, IL

 

LOCATION.-- Lat 40°06'41", long 88°13'10" (NAD of 1983), in NE1/4NE1/4 sec.18, T.19 N., R.9 E., Champaign County, Hydrologic Unit 05120109, on left bank 17 ft. upstream from Lincoln Ave. at Urbana, and at mile 1.3.
 

DRAINAGE AREA.-- 4.78 mi2.
 

PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE
 

DISCHARGE: December 2001 to current year.
 

STAGE: December 2001 to current year.
 

GAGE.-- Water-stage recorder, acoustic-velocity meter, phone telemeter and crest-stage gage. Datum of gage is 694.00 ft. above NGVD of 1929.
 

REMARKS.-- Since Aug. 1, 1960, storm runoff from 0.88 mi2 at headwaters has been diverted to Saline Branch through the Northwest Diversion Conduit. Prior to the 1970's, effluent from sewage-treatment plant about 1 mi upstream from gage. Since July 1999, a retention basin 1.3 mi upstream temporarily detains water during periods of heavy runoff. Water enters the retention basin by gravity flow during periods of heavy runoff, and is pumped out during the recession, with a maximum rate of 20 ft3/s not to exceed a maximum in-stream rate of 60 ft3/s. Since Oct. 1999, some temporary storage occurs in underground conduits 0.9 mi upstream during runoff events. Channel construction near the Boneyard Creek at Urbana gage (03337000) began Aug. 30, 2001. Streamflow diversion pumpage for channel construction began Sept. 1, 2001 causing frequent fluctuations in stage. Channel construction and pumpage for channel construction ended May 6, 2003.
 

EXTREMES FOR PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge 797 ft3/s, July 9, 2003, gage height, 17.00 ft; minimum, 0.01 ft3/s, Nov. 12, 2002, due to water diversion for channel construction.
 

REMARKS FOR CURRENT YEAR.--Records poor.
Discharge, cubic feet per second, WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004
DAILY MEAN VALUES
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
 
1 3.7 e4.5 3.3 4.7 4.0 5.2 7.9 9.4 e4.4 4.4 3.5 e2.5
2 4.3 e4.2 3.3 4.5 5.2 4.4 6.6 5.1 7.6 8.0 3.4 e2.7
3 7.8 e4.2 3.6 14    4.7 4.3 6.2 4.6 e5.0 20    3.5 e2.8
4 5.1 5.1 4.3 41    4.2 44    5.7 4.5 e4.5 5.0 6.7 e3.0
5 4.9 12    6.3 7.5 4.3 12    5.4 4.4 e4.2 3.9 3.4 3.3
 
6 4.8 e5.0 4.0 5.7 4.6 6.2 5.3 4.5 e4.0 32    3.3 3.5
7 4.8 e4.2 3.6 5.1 e4.1 5.6 5.4 4.4 e4.3 7.8 3.3 3.5
8 4.4 e3.8 3.4 4.8 e4.0 5.4 4.9 4.7 e4.3 5.1 3.0 3.2
9 4.2 e3.6 3.3 4.4 4.8 5.1 4.6 e4.5 e5.0 23    17    3.3
10 4.1 e4.0 6.7 4.3 4.5 5.3 4.6 e4.4 50    36    9.4 3.5
 
11 4.2 4.8 3.4 4.1 5.2 4.9 4.6 6.2 41    6.2 3.4 3.6
12 4.3 4.0 3.4 3.9 e4.0 4.5 4.7 12    6.5 5.0 3.3 3.5
13 4.2 4.4 3.3 3.9 e4.3 4.1 4.7 22    5.6 19    3.3 3.5
14 16    4.5 3.4 3.9 4.9 4.9 4.6 23    5.1 5.8 3.2 47   
15 5.0 4.8 3.3 4.0 e4.2 4.1 4.6 5.7 21    4.6 3.2 5.8
 
16 4.6 4.4 3.5 4.0 e4.0 6.7 4.4 e4.7 12    4.3 3.1 e2.5
17 4.3 6.9 3.3 9.7 4.6 4.7 4.3 5.8 6.1 26    3.3 e2.0
18 4.3 76    4.0 4.3 5.3 4.2 4.2 33    4.9 4.9 3.3 e2.0
19 e4.2 5.1 3.5 4.2 5.6 4.0 4.2 7.8 4.7 4.4 3.2 e2.0
20 e4.2 4.0 3.3 4.1 5.8 4.1 28    6.2 4.3 4.2 6.5 e2.0
 
21 e4.1 3.8 3.6 4.1 4.6 4.0 4.7 5.2 4.0 4.2 3.4 e2.1
22 e4.0 3.5 15    4.0 4.5 4.3 14    e4.9 4.1 4.0 3.3 e2.1
23 e4.3 24    24    4.0 4.7 4.4 5.2 e4.7 4.4 3.7 3.3 e2.3
24 5.1 6.2 4.8 3.9 4.7 4.5 6.5 e4.5 4.6 3.4 3.4 2.4
25 7.7 4.8 4.2 3.9 4.6 17    6.8 18    11    3.3 33    2.3
 
26 5.4 4.9 3.9 3.8 4.4 134    4.8 5.4 4.1 3.4 7.5 2.3
27 e4.7 4.1 3.7 3.8 4.4 19    5.0 4.9 4.3 3.4 4.5 2.3
28 e5.0 3.6 16    3.8 4.3 27    4.5 e4.6 4.5 3.4 12    2.2
29 e4.6 3.7 18    3.8 4.3 11    4.4 e4.3 4.4 3.3 10    2.5
30 e4.3 3.4 5.4 3.9 ---    31    6.0 7.6 4.2 7.7 3.3 2.5
 
31 e4.0 ---    5.0 4.0 ---    14    ---    5.2 ---    3.6 e2.7 ---   

TOTAL 156.6 231.5 179.8 185.1 132.8 413.9 186.8 246.2 254.1 273.0 178.7 128.2
MEAN 5.05 7.72 5.80 5.97 4.58 13.4 6.23 7.94 8.47 8.81 5.76 4.27
MAX 16 76 24 41 5.8 134 28 33 50 36 33 47
MIN 3.7 3.4 3.3 3.8 4.0 4.0 4.2 4.3 4.0 3.3 2.7 2.0
CFSM 1.06 1.61 1.21 1.25 0.96 2.79 1.30 1.66 1.77 1.84 1.21 0.89
IN. 1.22 1.80 1.40 1.44 1.03 3.22 1.45 1.92 1.98 2.12 1.39 1.00
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2002 - 2004, BY WATER YEAR (WY)
MEAN 5.10 5.38 4.95 4.42 5.25 8.21 6.48 8.46 7.23 8.87 7.92 5.30
MAX 5.15 7.72 5.80 5.97 7.06 13.4 8.14 11.2 8.47 13.5 10.9 7.61
(WY) 2003 2004 2004 2004 2002 2004 2002 2002 2004 2003 2002 2003
MIN 5.05 3.05 4.09 2.56 4.15 5.36 5.06 6.29 6.06 4.34 5.76 4.03
(WY) 2004 2003 2003 2003 2003 2003 2003 2003 2002 2002 2004 2002

SUMMARY STATISTICS FOR 2003 CALENDAR YEAR FOR 2004 WATER YEAR WATER YEARS 2002 - 2004
ANNUAL TOTAL 2356.4   2566.7      
ANNUAL MEAN 6.46 7.01    
HIGHEST ANNUAL MEAN 7.01     2004
LOWEST ANNUAL MEAN 5.94     2003
HIGHEST DAILY MEAN 174          Jul 9 134              Mar 26 174          Jul 9 2003
LOWEST DAILY MEAN 2.2       A 2.0           B 1.6   C D
ANNUAL SEVEN-DAY MINIMUM 2.3       Jan 9 2.1           Sep 17 1.9       Jan 9 2002
MAXIMUM PEAK FLOW 560      E     Jul 9 797          Jul 9 2003
MAXIMUM PEAK STAGE 14.40 F     Sep 14 17.00     Jul 9 2003
INSTANTANEOUS LOW FLOW 1.8   G     Sep 25 0.01 C Nov 12 2002
ANNUAL RUNOFF (CFSM) 1.35 1.47    
ANNUAL RUNOFF (INCHES) 18.34 19.98    
10 PERCENT EXCEEDS 8.5   12         
50 PERCENT EXCEEDS 3.6   4.4      
90 PERCENT EXCEEDS 2.6   3.3      

A - Jan. 10, 11, Feb. 9, 12.

B - Estimated, Sept. 17-20.

C - Result of water diversion for channel construction.

D - Nov. 13, 14, 2002.

E - Gage height, 14.19 ft.

F - Discharge 538 ft3/s.

G - Sept. 25, 26, 28. May have been less during period of indefinite stage/discharge relation Sept. 16-23.


Table of Contents

Introduction

Station Descriptions

Surface-Water Data

Ground-Water Data

Meteorological Data

Biological Data