Hassayampa River at US 60 - ID # 5228

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Page Last Updated: 11 December 2018


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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
       
5228 0.60 feet 2,035.45 feet NAVD 1988 04/13/2010 -- Current
5228 1.59 feet 2,036.44 feet NAVD 1988 04/15/2002 -- 06/24/2009
5228 0.00 feet 2,032.60 feet M.S.L. 03/14/1994 -- 04/15/2002

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SITE DATA

STATUS Active
LOCATION US 60 crossing of the Hassayampa River
DRAINAGE AREA 709 mi2
STREAM TYPE Natural Stream
JURISDICTION Wickenburg, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S12 T7N R5W
LATITUDE N 33° 58' 13.2"  |  +33.97032
LONGITUDE W 112° 43' 37.3"  |  -112.72704
ARIZONA STATE PLANE E 454329  | N 1081573
USGS QUAD SHEET Wickenburg 7.5-Minute
STREAMGAGE INSTALLATION DATE 03/14/1994 - WY 1994
PERIOD OF AVAILABLE DATA RECORD 03/14/1994 - 10/01/2010
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 24.55 Years | 8,967 Days
GAPS (> 2 DAYS) IN RECORD 06/26/2009 - 04/13/2010
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.60 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 2
ZERO GAGE HEIGHT ELEVATION 2,034.85 feet NAVD 1988
POINT OF ZERO FLOW 0.5 feet Gage Height
EXTREME FOR PERIOD OF RECORD 16,089 cfs | 4.32 feet | 02/12/2005
EXTREME OUTSIDE PERIOD OF RECORD 52,000 cfs | 10.3 feet | 09/05/1970

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BRIEF RATING

Current Rating = #7 - Applied since 10/01/2004
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 4.3 16,000
1.0 200 10.3 52,000
1.5 1,000    
2.3 3,000    

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 2.54 3,986 08/22/2018
2017 2.90 5,750 02/28/2017
2016 2.05 2,262 10/20/2015
2015 3.45 9,123 07/18/2015
2014 3.15 7,180 08/25/2014
2013 2.15 2,546 08/26/2013, 09/10/2013
2012 2.45 3,599 08/23/2012
2011 None 0 None
2010 Estimated 20,000 01/22/2010
2009 None 0 None
2008 2.44 3,757 08/25/2008
2007 1.79 2,564 07/28/2007
2006 2.94 6,697 09/09/2006
2005 4.32 16,089 02/12/2005
2004 1.66 770 08/17/2004
2003 1.87 993 08/14/2003
2002 None 0 None
2001 4.90 11,100 10/21/2000
2000 1.70 1,668 08/29/2000
1999 0.88 3,363 08/31/1999
1998 None 0 None
1997 3.88 15,376 09/26/1997
1996 2.40 4,923 07/25/1996
1995 3.12 8,109 02/15/1995
1994 0.22 611 09/03/1994

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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
               
08/25/2018 18:02 08/25/2018 15:54 08/25/2018 23:17 7.4 2.07 2,318 2018
08/22/2018 23:11 08/22/2018 22:58 08/23/2018 15:07 16.2 2.54 3,986 2018
08/17/2018 15:33 08/17/2018 15:26 08/18/2018 13:36 22.2 2.12 2,460 2018
08/16/2018 13:54 08/16/2018 13:43 08/16/2018 21:38 7.9 1.45 893 2018
08/15/2018 00:23 08/14/2018 23:14 08/15/2018 08:40 9.4 1.67 1,319 2018
07/29/2018 04:28 07/29/2018 04:26 07/29/2018 07:00 2.6 1.40 792 2018
07/16/2018 01:37 07/16/2018 01:37 07/16/2018 02:45 1.1 0.90 121 2018
07/12/2018 17:30 07/12/2018 16:36 07/12/2018 20:59 4.4 1.47 935 2018
08/10/2017 18:10 08/10/2017 17:37 08/10/2017 19:15 1.6 1.25 524 2017
08/01/2017 22:22 08/01/2017 20:55 08/02/2017 06:00 9.1 1.60 1,170 2017
07/29/2017 14:46 07/29/2017 14:46 07/29/2017 17:58 3.2 0.83 76 2017
07/18/2017 19:55 07/18/2017 19:16 07/19/2017 00:00 4.7 2.50 3,811 2017
02/28/2017 14:07 02/27/2017 16:46 03/14/2017 10:04 353 2.90 5,750 2017
02/19/2017 15:00 02/18/2017 15:45 02/21/2017 18:00 74.3 1.58 1,135 2017
01/21/2017 05:34 01/20/2017 19:11 01/22/2017 09:52 38.7 2.20 2,694 2017
08/20/2016 20:32 08/20/2016 20:12 08/21/2016 03:40 7.5 1.73 1,453 2016
08/04/2016 16:27 08/04/2016 16:24 08/04/2016 18:00 1.6 0.98 183 2016
08/02/2016 16:06 08/02/2016 15:55 08/02/2016 18:56 3.0 1.97 2,045 2016
05/08/2016 07:36 05/08/2016 05:14 05/08/2016 08:33 3.3 1.73 1,453 2016
10/21/2015 16:40 10/21/2015 16:32 10/21/2015 19:33 3.0 1.35 696 2016
10/20/2015 12:59 10/20/2015 10:12 10/20/2015 13:59 3.8 2.05 2,262 2016
09/14/2015 00:21 09/14/2015 00:18 09/14/2015 04:19 4.0 1.05 253 2015
07/18/2015 18:22 07/18/2015 17:18 07/19/2015 04:18 11.0 3.45 9,123 2015
07/17/2015 21:35 07/17/2015 21:34 07/17/2015 23:24 1.8 1.60 1,170 2015
06/29/2015 20:37 06/29/2015 20:37 06/29/2015 22:40 2.0 0.82 73 2015
03/02/2015 18:54 03/02/2015 15:38 03/03/2015 16:15 24.6 2.02 2,193 2015
12/04/2014 13:46 12/04/2014 12:45 12/04/2014 17:24 4.7 1.00 200 2015
12/04/2014 05:24 12/04/2014 01:39 12/04/2014 05:48 4.2 0.88 104 2015
10/09/2014 02:52 10/09/2014 02:52 10/09/2014 06:01 3.2 0.95 158 2015
09/27/2014 20:40 09/27/2014 16:06 09/28/2014 05:22 13.3 2.38 3,292 2014
09/09/2014 23:00 09/09/2014 22:47 09/10/2014 04:16 5.5 1.82 1,677 2014
09/09/2014 01:19 09/09/2014 01:09 09/09/2014 04:16 3.1 1.72 1,442 2014
08/25/2014 19:53 08/25/2014 18:44 08/26/2014 02:10 7.4 3.15 7,180 2014
08/19/2014 16:26 08/19/2014 06:24 08/19/2014 21:57 15.6 2.38 3,292 2014
08/13/2014 13:08 08/12/2014 12:41 08/13/2014 15:39 27.0 0.92 139 2014
08/13/2014 02:16 08/12/2014 20:03 08/13/2014 04:30 8.5 1.30 607 2014
08/03/2014 18:02 08/03/2014 17:26 08/04/2014 01:08 7.7 2.10 2,402 2014
08/02/2014 23:43 08/02/2014 23:27 08/03/2014 08:10 8.7 1.40 792 2014
08/02/2014 17:17 08/02/2014 16:59 08/02/2014 20:44 3.8 1.60 1,170 2014
07/26/2014 01:19 07/26/2014 00:57 07/26/2014 07:13 6.3 1.18 411 2014
07/14/2014 21:46 07/14/2014 21:37 07/15/2014 01:27 3.8 1.12 343 2014
09/10/2013 12:44 09/10/2013 11:46 09/10/2013 18:26 6.7 2.15 2,546 2013
09/09/2013 13:02 09/09/2013 12:48 09/09/2013 17:41 4.9 2.00 2,126 2013
09/01/2013 01:58 09/01/2013 01:51 09/01/2013 09:32 7.7 1.78 1,558 2013
08/29/2013 20:42 08/29/2013 17:54 08/30/2013 02:46 8.9 2.00 2,126 2013
08/26/2013 22:45 08/26/2013 20:46 08/27/2013 05:12 8.4 2.15 2,546 2013
08/24/2013 06:58 08/24/2013 06:45 08/24/2013 13:44 7.0 2.00 2,126 2013
07/26/2013 20:09 07/26/2013 20:07 07/27/2013 05:12 9.1 0.88 104 2013
07/22/2013 18:36 07/22/2013 18:25 07/22/2013 19:20 0.9 1.05 253 2013
02/11/2013 12:22 02/11/2013 12:15 02/11/2013 16:56 4.7 0.95 158 2013
08/23/2012 05:57 08/23/2012 02:01 08/23/2012 13:36 11.6 2.45 3,599 2012
08/22/2012 02:53 08/22/2012 02:51 08/22/2012 09:17 6.4 1.02 226 2012
08/18/2012 21:52 08/18/2012 21:49 08/18/2012 23:45 1.9 1.10 311 2012
07/14/2012 18:46 07/14/2012 17:50 07/15/2012 15:17 21.5 2.40 3,393 2012
08/25/2008 21:40 08/25/2008 21:18 08/25/2008 23:46 2.5 2.44 3,757 2008
01/27/2008 21:21 01/27/2008 20:10 01/28/2008 02:27 6.3 2.07 2,854 2008
07/28/2007 19:48 07/28/2007 19:31 07/28/2007 20:00 0.5 1.79 2,564 2007
09/09/2006 08:56 09/09/2006 08:20 09/09/2006 15:00 6.7 2.94 6,697 2006
07/30/2005 08:46 07/30/2005 19:09 07/30/2005 22:20 3.2 2.27 2,981 2005
02/12/2005 08:46 02/11/2005 22:35 02/12/2005 19:42 21.1 4.32 16,089 2005
02/11/2005 21:45 02/11/2005 17:17 02/11/2005 22:33 5.3 2.94 6,697 2005
01/12/2005 04:08 01/12/2005 02:59 01/12/2005 04:59 2.0 1.74 2,474 2005
01/04/2005 07:04 01/04/2005 03:28 01/05/2005 04:46 25.3 2.39 3,483 2005
12/29/2004 16:45 12/29/2004 14:15 12/30/2004 00:57 10.7 3.57 10,775 2005
11/22/2004 09:35 11/22/2004 07:59 11/22/2004 16:25 8.4 1.82 2,602 2005
11/08/2004 12:22 11/08/2004 12:22 11/08/2004 13:38 1.3 1.82 2,602 2005
08/17/2004   Data Unavailable Data Unavailable   1.66 770 2004
09/04/2003 21:31 09/04/2003 21:29 09/06/2003 19:07 45.6 8.93 1,092 2003
08/14/2003 23:18 08/14/2003 23:18 08/15/2003 00:23 1.1 1.75 857 2003
02/14/2003 02:31 02/14/2003 02:31 single report 0.0 1.66 740 2003
10/27/2000 14:57 10/26/2000 10:36 10/29/2000 10:57 72.3 3.62 4,439 2001
10/21/2000 22:21 10/21/2000 10:56 10/24/2000 04:22 65.4 4.90 11,100 2001
08/29/2000 12:47 08/29/2000 12:02 08/29/2000 14:57 2.9 1.70 2,030 2000
08/31/1999 18:53 08/31/1999 18:44 08/31/1999 23:24 4.7 0.88 3,363 1999
09/26/1997 05:25 09/26/1997 00:10 09/26/1997 13:13 13.0 3.88 15,376 1997
07/25/1996 23:54 07/25/1996 23:42 07/26/1996 01:15 1.5 2.40 4,923 1996
03/06/1995 10:47 03/06/1995 04:05 03/07/1995 23:36 43.5 2.28 4,257 1995
02/15/1995 03:31 02/14/1995 20:14 02/16/1995 04:19 32.1 3.12 8,109 1995
01/26/1995 08:09 01/25/1995 18:12 01/28/1995 06:20 60.1 1.38 1,070 1995
01/05/1995 08:17 01/05/1995 07:36 01/06/1995 17:09 25.6 1.48 1,329 1995
09/03/1994 10:47 09/03/1994 08:03 09/03/1994 11:36 3.5 0.22 611 1994

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=25 (1994-2018)
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
2,960 10,600 18,800 28,600 43,900 56,800


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
71,000

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STAFF GAGES

Staff Gage Range Staff Gage Information
None No staff gage, but it should be replaced shortly

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 0.56 On pier near transducer
2 4.58 On pier near transducer

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