Gila River at Olberg Road - ID # 783

Current at Gage | Station Description | Rating Curve | Rating Table | Cross Section | Downstream

Page Last Updated: 16 July 2019


View Larger Map

ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History | Flood Frequency | Site Precip Data

Reload Page   |  ASWR   |   Streamflow Homepage   |   FCD Home Page


GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
783 0.25 feet 1,284.94 feet NAVD88 01/17/2019 -- Current
783 0.44 feet 0.44 feet Gage Height 04/12/1995 -- 01/17/2019

Back to Top   |   Streamflow Homepage   |   FCD Home Page

SITE DATA

STATUS Active
LOCATION Near Sacaton on the Gila River Indian Community
DRAINAGE AREA 18,784 mi (USGS Streamstats)
STREAM TYPE Natural Stream
JURISDICTION Gila River Indian Community, Arizona
WATERSHED Gila
SECTION/TOWNSHIP/RANGE S12 T4S R6E
LATITUDE N 33° 05' 13.4"  |  +33.08706
LONGITUDE W 111° 41' 13.2"  |  -111.68700
ARIZONA STATE PLANE E 770396  | N 759334
USGS QUAD SHEET Sacaton 7.5-Minute
STREAMGAGE INSTALLATION DATE 04/12/1995 - WY 1995
PERIOD OF AVAILABLE DATA RECORD 04/12/1995 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 06/01/2019) 24.14 Years | 8,816 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Non-submersible Pressure Transducer
STAGE GAGE ELEVATION 0.25 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 0
ZERO GAGE HEIGHT ELEVATION 1,284.689 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 5,867 cfs | 6.16 feet | 08/02/2006

Back to Top   |   Streamflow Homepage   |   FCD Home Page

BRIEF RATING

Current Rating = #2 - Applied since 10/01/2018
Discharge
(cfs)
Elevation
feet
Gage Height
Elevation
feet
NAVD88
0 0.00 1,284.69
100 0.07 1,284.76
500 0.18 1,284.87
1,000 0.81 1,285.50
5,000 4.55 1,289.24
10,000 5.95 1,290.64
20,000 7.64 1,292.33
50,000 11.16 1,295.85
100,000 14.83 1,299.52

Back to Top   |   Streamflow Homepage   |   FCD Home Page

WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 None 0 None
2017 2.05 1,296 07/24/2017
2016 1.29 301 01/06/2016
2015 1.46 720 09/23/2015
2014 2.19 2,437 09/09/2014
2013 0.54 53 12/18/2012
2012 1.44 792 07/29/2012
2011 1.44 792 10/05/2010
2010 3.34 2,356 01/23/2010
2009 1.14 546 02/09/2009
2008 5.36 4,050 01/29/2008
2007 4.36 3,651 08/01/2007
2006 6.16 5,867 08/02/2006
2005 3.46 2,659 08/02/2005
2004 0.77 248 07/28/2004
2003 0.70 188 08/26/2003
2002 None 0 None
2001 3.40 2,591 10/26/2000
2000 0.60 106 09/01/2000
1999 0.88 330 07/23/1999
1998 0.52 37 08/29/1998
1997 0.70 188 08/31/1997
1996 0.80 270 08/29/1996
1995 None 0 None

Back to Top   |   Streamflow Homepage   |   FCD Home Page

RUNOFF EVENT HISTORY (RUNOFF ≥100 CFS)

Date of
Peak
Time of
Peak
Runoff
Start
Runoff
End
Duration
(hours)
Peak
Stage
(feet GH)
Peak
Discharge
(CFS)
Water
Year
View a Plot of These Data
               
02/24/2019 09:15 02/23/2019 15:55 02/25/2019 18:00 50.1 1.25 220 2019
02/17/2019 23:45 02/16/2019 18:45 02/19/2019 00:00 53.3 1.30 291 2019
07/24/2017 09:25 07/24/2017 08:30 07/24/2017 19:05 10.6 2.05 1,296 2017
01/25/2017 13:10 01/25/2017 01:25 01/25/2017 21:00 19.6 1.57 899 2017
01/23/2017 16:35 01/23/2017 15:00 01/23/2017 22:40 7.7 1.52 858 2017
01/07/2016 17:41 01/07/2016 12:08 01/07/2016 19:04 6.9 1.22 196 2016
01/06/2016 08:49 01/06/2016 05:41 01/06/2016 10:08 4.5 1.29 301 2016
09/23/2015 17:17 09/23/2015 11:09 09/24/2015 13:58 26.8 1.46 720 2014
09/27/2014 17:45 09/27/2014 17:00 09/27/2014 20:43 3.7 1.54 900 2014
09/09/2014 06:12 09/08/2014 19:19 09/10/2014 09:44 38.4 2.19 2,437 2014
07/14/2014 20:30 07/14/2014 19:55 07/14/2014 21:19 1.4 0.74 220 2014
12/18/2012 19:15 12/18/2012 19:07 12/19/2012 03:49 8.7 0.54 53 2013
07/29/2012 18:21 07/29/2012 17:43 07/30/2012 02:40 9.0 1.44 792 2012
07/15/2012 05:43 07/15/2012 04:33 07/15/2012 14:39 10.1 0.64 138 2012
10/05/2010 23:12 10/05/2010 17:12 10/06/2010 01:36 8.4 1.44 792 2011
02/24/2010 08:51 02/24/2010 07:29 02/25/2010 00:00 16.5 1.56 895 2010
01/23/2010 21:25 01/22/2010 05:09 01/25/2010 11:09 78.0 3.34 2,356 2010
02/09/2009 22:44 02/09/2009 22:10 02/10/2009 02:23 4.2 1.14 546 2009
08/08/2008 11:54 08/08/2008 11:05 08/08/2008 12:51 1.8 2.24 1,447 2008
07/15/2008 06:37 07/14/2008 13:45 07/15/2008 15:45 26.0 2.89 1,983 2008
07/12/2008 11:46 07/12/2008 11:03 07/12/2008 14:44 3.7 2.29 1,488 2008
07/11/2008 10:17 07/11/2008 08:58 07/12/2008 00:41 15.7 2.36 1,550 2008
07/10/2008 23:25 07/10/2008 22:39 07/11/2008 02:58 4.3 2.09 1,324 2008
02/05/2008 05:24 02/04/2008 02:20 02/16/2008 12:47 298 2.22 1,426 2008
01/29/2008 13:24 01/29/2008 02:18 01/31/2008 12:20 58.0 5.36 4,050 2008
01/27/2008 21:14 01/27/2008 19:27 01/28/2008 14:18 18.9 2.22 1,426 2008
01/09/2008 08:19 01/09/2008 02:19 01/10/2008 09:12 30.9 3.64 2,606 2008
01/07/2008 13:19 01/07/2008 12:53 01/07/2008 14:15 1.4 1.56 895 2008
12/11/2007 16:18 12/11/2007 13:58 12/12/2007 01:15 11.3 2.04 1,283 2008
12/11/2007 08:12 12/11/2007 06:05 12/11/2007 12:49 6.7 2.06 1,303 2008
09/19/2007 09:11 09/19/2007 09:09 09/19/2007 09:59 0.8 0.67 155 2007
09/18/2007 23:35 09/17/2007 18:30 09/19/2007 08:53 38.4 1.54 873 2007
09/17/2007 01:12 09/16/2007 20:45 09/17/2007 09:57 13.2 0.84 301 2007
08/11/2007 12:30 08/11/2007 09:14 08/11/2007 16:43 7.5 1.44 787 2007
08/09/2007 11:44 08/09/2007 07:16 08/09/2007 14:39 7.4 2.96 2,147 2007
08/04/2007 11:01 08/04/2007 06:38 08/04/2007 13:52 7.2 2.02 1,263 2007
08/01/2007 12:01 08/01/2007 12:01 08/02/2007 14:57 26.9 4.36 3,651 2007
08/31/2006 10:29 08/31/2006 10:14 08/31/2006 13:00 2.8 0.94 383 2006
08/24/2006 11:32 08/24/2006 11:32 08/24/2006 14:27 2.9 0.74 219 2006
08/17/2006 15:00 08/17/2006 08:59 08/20/2006 00:59 64.0 0.89 342 2006
08/15/2006 14:18 08/15/2006 14:02 08/20/2006 00:59 107 0.96 403 2006
08/07/2006 02:00 08/06/2006 23:48 08/07/2006 18:59 19.2 2.14 1,372 2006
08/02/2006 17:13 07/26/2006 07:00 08/04/2006 18:59 228 6.16 5,867 2006
08/02/2005 22:24 08/02/2005 20:32 08/04/2005 13:59 41.5 3.46 2,659 2005
07/24/2005 02:12 07/23/2005 21:37 07/24/2005 08:12 10.6 0.79 261 2005
02/16/2005 23:35 02/16/2005 14:44 02/23/2005 05:39 159 0.71 199 2005
02/14/2005 04:39 02/14/2005 01:04 02/16/2005 11:39 58.6 2.71 1,902 2005
01/09/2005 11:56 01/09/2005 09:16 01/09/2005 16:51 7.6 1.41 765 2005
01/08/2005 12:01 01/08/2005 11:26 01/08/2005 18:01 6.6 1.12 518 2005
01/07/2005 11:06 01/07/2005 10:46 01/07/2005 16:26 5.7 0.64 135 2005
01/06/2005 12:11 01/06/2005 11:06 01/06/2005 13:36 2.3 1.01 444 2005
01/05/2005 12:41 01/05/2005 11:31 01/05/2005 13:16 1.8 0.87 321 2005
01/04/2005 10:11 01/04/2005 10:06 01/04/2005 12:26 2.3 0.81 281 2005
01/01/2005 12:16 01/01/2005 09:31 01/01/2005 16:26 6.9 2.02 1,263 2005
12/30/2004 11:31 12/30/2004 11:06 12/30/2004 13:06 2.0 0.79 261 2005
12/06/2004 08:54 12/06/2004 08:44 12/06/2004 10:19 1.6 0.81 281 2005
12/05/2004 13:59 12/05/2004 10:54 12/06/2004 04:24 17.5 1.01 444 2005
11/23/2004 10:09 11/23/2004 08:28 11/23/2004 11:24 2.9 1.39 743 2005
07/28/2004 08:06 07/28/2004 07:46 07/28/2004 08:46 1.0 0.77 248 2004
08/27/2003 08:08 08/27/2003 07:28 08/27/2003 10:23 2.9 0.65 143 2003
08/26/2003 11:53 08/26/2003 09:33 08/26/2003 13:03 3.5 0.70 188 2003
10/29/2000 01:15 10/29/2000 00:01 10/29/2000 06:45 6.7 0.88 330 2001
10/26/2000 15:18 10/24/2000 14:37 10/28/2000 17:00 98.4 3.40 2,591 2001
10/23/2000 14:52 10/22/2000 21:40 10/24/2000 11:41 38.0 1.68 980 2001
10/22/2000 20:23 10/22/2000 19:53 10/22/2000 20:23 0.5 0.90 351 2001
10/22/2000 08:06 10/22/2000 08:06 10/22/2000 08:51 0.8 0.77 248 2001
10/21/2000 22:14 10/21/2000 21:24 10/21/2000 22:49 1.4 1.20 584 2001
10/21/2000 19:18 10/21/2000 19:11 10/21/2000 19:18 0.1 0.68 164 2001
09/01/2000 15:02 09/01/2000 14:46 09/01/2000 15:02 0.3 0.60 106 2000
07/23/1999 20:51 07/23/1999 20:09 07/23/1999 20:54 0.8 0.88 330 1999
08/31/1997 01:53 08/31/1997 01:46 08/31/1997 03:03 1.3 0.70 188 1997
08/29/1996 19:25 08/29/1996 19:20 08/29/1996 19:45 0.4 0.80 270 1996

Back to Top   |   Streamflow Homepage   |   FCD Home Page

FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=24, 1995-2018
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
***NOTE: Flood Flow Frequency data are for information only and should not be considered valid for regulation***
2-year 5-year 10-year 20-year 50-year 100-year
435 1,530 2,890 4,800 8,370 12,000

Back to Top   |   Streamflow Homepage   |   FCD Home Page