Hassayampa River at I-10 - ID # 5283

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Page Last Updated: 16 July 2019


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

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
5283 1.10 feet 1,019.82 feet NAVD 1988 03/23/2017 -- Current
5283 2.40 feet 1,021.124 feet NAVD 1988 01/31/2012 -- 03/23/2017
5283 1.87 feet 1,020.05 feet NAVD 1988 04/02/2002 -- 02/14/2011
5283 3.04 feet 1,021.20 feet M.S.L. 10/23/1997 -- 04/02/2002
5283 0.90 feet 1,019.06 feet M.S.L. 11/09/1994 -- 10/23/1997

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SITE DATA

STATUS In Service
LOCATION Located on the eastbound I-10 bridge
DRAINAGE AREA 1,324 mi2
STREAM TYPE Natural Stream
JURISDICTION Maricopa County, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S03 T1N R5W
LATITUDE N 33° 27' 28.2"  |  +33.45782
LONGITUDE W 112° 45' 40.7"  |  -112.76139
ARIZONA STATE PLANE E 442398  | N 895153
USGS QUAD SHEET Wintersburg 7.5-Minute
STREAMGAGE INSTALLATION DATE 11/09/1994 - WY 1995
PERIOD OF AVAILABLE DATA RECORD 11/09/1994 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 06/01/2019) 24.56 Years | 8,970 Days
GAPS (> 2 DAYS) IN RECORD 02/15/2011 - 01/30/2012
STAGE GAGE TYPE None
STAGE GAGE ELEVATION 1.10 feet Gage Height
STAFF GAGES 2
CREST STAGE GAGES 3
ZERO GAGE HEIGHT ELEVATION 1,018.722 feet NAVD 1988
POINT OF ZERO FLOW 0.25 feet Gage Height
EXTREME FOR PERIOD OF RECORD 27,000 cfs | 7.05 feet | 10/27/2000

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BRIEF RATING

Current Rating = #4 - Applied since 04/03/2002
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 5.0 12,000
1.9 275 5.5 17,371
2.5 677 6.0 23,500
3.0 1,000 6.5 31,116
3.5 3,924 7.0 39,800
4.0 5,000 7.5 50,292
4.5 8,344 8.5 75,500

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 None 0 None
2017 2.62 1,000 02/28/2017
2016 None 0 None
2015 3.22 6,456 07/19/2015
2014 2.73 878 09/09/2014
2013 2.50 677 09/10/2013
2012 2.60 787 08/23/2012
2011 None 0 None
2010 4.97 11,803 01/21/2010
2009 None 0 None
2008 1.97 312 11/30/2007
2007 2.72 811 08/01/2007
2006 2.32 531 09/09/2006
2005 4.17 5,775 02/12/2005
2004 None 0 None
2003 3.14 1,286 10/26/2002
2002 2.55 703 09/08/2002
2001 7.05 27,000 10/27/2000
2000 None 0 None
1999 None 0 None
1998 3.18 333 02/08/1998
1997 None 0 None
1996 None 0 None
1995 5.12 1,949 02/15/1995

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RUNOFF EVENT HISTORY

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
               
02/28/2017 20:59 02/28/2017 18:18 03/01/2017 02:17 8.0 2.62 1,000 2017
07/19/2015 02:36 07/19/2015 02:05 07/19/2015 04:47 2.7 3.22 6,456 2015
09/27/2014 13:25 09/27/2014 12:02 09/27/2014 14:18 2.3 2.47 301 2014
09/09/2014 13:54 09/09/2014 13:53 09/09/2014 14:27 0.6 2.51 691 2014
09/09/2014 06:25 09/09/2014 06:00 09/09/2014 07:58 2.0 2.73 878 2014
09/08/2014 07:43 09/08/2014 05:29 09/08/2014 10:47 5.3 2.70 860 2014
08/19/2014 23:59 08/19/2014 22:34 08/20/2014 03:13 4.7 2.57 760 2014
09/07/2012 00:05 09/06/2012 23:51 09/07/2012 01:17 1.4 2.60 787 2012
08/23/2012 06:42 08/23/2012 06:36 08/23/2012 08:33 2.0 2.60 787 2012
07/15/2012 00:50 07/15/2012 00:50 single report 0.0 2.50 677 2012
03/07/2010 11:35 03/07/2010 11:35 single report 0.0 1.97 321 2010
02/28/2010 00:26 02/27/2010 23:57 02/28/2010 05:31 5.6 2.22 516 2010
02/20/2010 15:57 02/20/2010 09:25 02/20/2010 17:33 8.1 2.27 549 2010
01/21/2010 18:29 01/21/2010 04:04 01/22/2010 10:10 30.1 4.97 11,803 2010
11/30/2007 22:46 11/30/2007 22:46 12/01/2007 02:00 3.2 1.97 312 2008
08/01/2007 21:45 08/01/2007 20:37 08/02/2007 03:25 6.8 2.72 811 2007
08/01/2007 05:11 08/01/2007 05:11 single report 0.0 1.97 312 2007
09/09/2006 18:59 09/09/2006 18:59 09/09/2006 20:04 1.1 2.32 531 2006
08/09/2005 20:33 08/09/2005 20:33 08/10/2005 03:58 7.4 2.62 748 2005
08/08/2005 06:05 08/08/2005 06:05 08/08/2005 10:40 4.6 2.44 630 2005
08/03/2005 00:25 08/02/2005 23:40 08/03/2005 07:40 8.0 2.52 689 2005
02/23/2005 03:47 02/23/2005 00:52 02/24/2005 08:02 31.2 3.37 1,858 2005
02/20/2005 03:22 02/19/2005 18:02 02/20/2005 17:52 23.8 2.42 609 2005
02/18/2005 23:57 02/18/2005 23:52 02/19/2005 07:02 7.2 2.12 395 2005
02/12/2005 19:02 02/12/2005 02:37 02/13/2005 12:07 33.5 4.17 5,775 2005
01/30/2005 07:01 01/30/2005 01:01 01/30/2005 08:11 7.2 2.02 338 2005
01/12/2005 07:01 01/12/2005 01:02 01/12/2005 08:31 7.5 2.22 460 2005
01/07/2005 07:02 01/06/2005 22:47 01/07/2005 08:27 9.7 2.17 427 2005
01/04/2005 22:12 01/04/2005 07:42 01/04/2005 22:17 14.6 2.12 395 2005
12/30/2004 02:27 12/30/2004 01:52 12/30/2004 12:17 10.4 3.07 1,131 2005
08/27/2003 14:46 08/27/2003 07:11 08/27/2003 16:01 8.8 2.32 531 2003
02/26/2003 01:24 02/25/2003 22:39 02/26/2003 03:33 4.9 2.67 779 2003
02/14/2003 01:54 02/14/2003 01:19 02/14/2003 03:49 2.5 2.47 662 2003
10/26/2002 20:50 10/26/2002 17:05 10/27/2002 01:05 8.0 3.14 1,286 2003
09/08/2002 01:49 09/07/2002 21:09 09/11/2002 11:18 86.2 2.55 703 2002
10/27/2000 17:33 10/27/2000 17:13 10/28/2000 08:38 15.4 7.05 27,000 2001
03/29/1998 16:59 03/29/1998 16:59 03/29/1998 17:59 1.0 3.08 155 1998
02/15/1998 01:53 02/15/1998 01:38 02/15/1998 03:08 1.5 3.14 294 1998
02/08/1998 22:26 02/08/1998 22:11 02/09/1998 12:02 13.9 3.18 333 1998
03/06/1995 15:59 03/06/1995 15:33 03/06/1995 22:08 6.6 4.43 809 1995
02/15/1995 12:19 02/15/1995 07:11 02/16/1995 05:37 22.4 5.12 1,949 1995

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on Wickenburg ADMS HEC-1 and R.W. Cruff 1995 Graphical Extension
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
2-year 5-year 10-year 20-year 50-year 100-year
2,500 8,000 15,000 32,000 51,000 75,000
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***
Because of the limited data record, Flood Frequency data are for information only and should not be considered valid for regulation
Please consult the appropriate regulatory agency or consult with a qualified private consultant for further analysis.
2-year 5-year 10-year 20-year 50-year 100-year
838 3,840 8,020 14,300 26,700 39,600
Flood Flow Frequency
Based on FEMA Flood Insurance Study
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
100-year (downstream about 1 - 2 miles)
75,164

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STAFF GAGES

Staff Gage Range Staff Gage Information
1 - 10 - Painted on westbound highway pier, view from right bank, median of highway
- Add 3.3 feet for gage height

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 4.06 Located near the right bank
2 7.43 Located near the right bank
3 2.97 Located on pier near the center of the river

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