Powder House Wash - ID # 7113

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Page Last Updated: 05 February 2019


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ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History | Flood Frequency | 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
       
7113 -0.50 feet 2,133.09 NAVD 1988 09/13/2017 -- Current
7113 -0.20 feet 2,133.39 NAVD 1988 03/09/2017 -- 09/13/2017
7113 0.00 feet 2,133.71 NAVD 1988 05/18/1995 -- 03/08/2017

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SITE DATA

STATUS Active Streamgage
LOCATION In Wickenburg, north of Constellation Road
DRAINAGE AREA 1.84 mi2
STREAM TYPE Natural Stream
JURISDICTION Wickenburg, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S06 T7N R4W
LATITUDE N 33° 58' 51.0"  |  +33.98083
LONGITUDE W 112° 43' 02.3"  |  -112.71732
ARIZONA STATE PLANE E 457292  | N 1085363
USGS QUAD SHEET Wickenburg 7.5-Minute
STREAMGAGE INSTALLATION DATE 05/18/1995 - WY 1995
PERIOD OF AVAILABLE DATA RECORD 05/18/1995 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 23.37 Years | 8,537 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION -0.50 feet Gage Height
STAFF GAGES None
CREST STAGE GAGES One
ZERO GAGE HEIGHT ELEVATION 2,133.590 feet NAVD 1988
POINT OF ZERO FLOW -0.6 feet Gage Height
EXTREME FOR PERIOD OF RECORD 2,312 cfs | 2.42 feet | 07/18/2015

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BRIEF RATING

Current Rating = #1 - Applied since 05/18/1995
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.00 0 1.75 1,000
0.53 100 2.18 1,500
0.76 200 2.54 2,000
1.10 400 3.06 3,000
1.30 590 3.53 4,000

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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 0.53 1,000 08/10/2017
2016 1.08 478 10/20/2015
2015 2.42 2,312 07/18/2015
2014 1.28 564 08/25/2014
2013 0.68 159 09/10/2013
2012 1.60 853 07/14/2012
2011 0.32 45 12/22/2010
2010 None 0 None
2009 1.00 332 11/27/2008
2008 0.30 40 07/20/2008
2007 0.55 107 07/28/2007
2006 1.10 400 09/09/2006
2005 0.98 316 07/25/2005
2004 0.75 195 08/11/2004
2003 0.17 17 02/13/2003
2002 0.82 232 09/06/2002
2001 1.50 761 10/27/2001
2000 1.23 514 08/29/2000
1999 0.30 40 07/15/1999
1998 0.88 258 08/12/1998
1997 2.12 1,425 09/26/1997
1996 None 0 None
1995 0.22 25 08/14/1995

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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
08/10/2017 18:02 Data Unavailable Data Unavailable   0.53 1,000 2017
10/20/2015 10:34 10/20/2015 10:24 10/20/2015 13:01 2.6 1.08 478 2016
07/18/2015 17:36 07/18/2015 17:21 07/19/2015 01:02 7.7 2.42 2,312 2015
06/29/2015 20:20 06/29/2015 20:17 06/29/2015 20:45 0.5 1.15 444 2015
12/04/2014 14:18 12/04/2014 14:14 12/04/2014 15:00 0.8 0.48 84 2015
10/09/2014 03:19 10/09/2014 03:19 10/09/2014 03:21 0.1 0.30 40 2015
09/08/2014 23:52 09/08/2014 23:50 09/09/2014 01:05 1.3 0.60 127 2014
08/25/2014 19:57 08/25/2014 19:49 08/26/2014 01:05 5.3 1.28 564 2014
08/25/2014 19:28 08/25/2014 19:12 08/25/2014 19:34 0.4 0.80 220 2014
08/12/2014 20:13 08/12/2014 19:57 08/12/2014 21:10 1.2 0.95 300 2014
08/01/2014 07:48 08/01/2014 07:48 08/01/2014 08:55 1.1 0.35 51 2014
09/10/2013 12:42 09/10/2013 12:35 09/10/2013 14:47 2.2 0.68 159 2013
08/29/2013 18:14 08/29/2013 18:10 08/29/2013 20:47 2.6 0.58 117 2013
08/23/2012 01:48 08/23/2012 01:42 08/23/2012 02:13 0.5 0.70 171 2012
07/14/2012 17:41 07/14/2012 17:27 07/14/2012 19:00 1.6 1.60 853 2012
12/22/2010 23:31 12/22/2010 23:27 12/23/2010 00:47 1.3 0.32 45 2011
12/25/2008 22:00 12/25/2008 22:00 Single report 0.0 0.12 10 2009
11/27/2008 01:27 11/27/2008 01:09 11/27/2008 01:50 0.7 1.00 332 2009
11/26/2008 23:06 11/26/2008 23:04 11/27/2008 00:00 0.9 0.75 195 2009
07/20/2008 04:20 07/20/2008 04:16 07/20/2008 05:52 1.6 0.30 40 2008
07/14/2008 05:08 07/14/2008 05:05 07/14/2008 05:37 0.5 0.20 21 2008
12/01/2007 11:14 12/01/2007 10:58 12/01/2007 11:38 0.7 0.15 13 2008
11/30/2007 23:30 11/30/2007 23:00 11/30/2007 23:40 0.7 0.17 17 2008
09/22/2007 09:32 09/22/2007 09:29 09/22/2007 11:15 1.8 0.25 30 2007
08/01/2007 16:31 08/01/2007 16:25 08/01/2007 16:31 0.1 0.20 21 2007
07/31/2007 17:28 07/31/2007 17:28 07/31/2007 17:50 0.4 0.20 21 2007
07/28/2007 18:36 07/28/2007 18:27 07/28/2007 19:22 0.9 0.55 107 2007
09/09/2006 07:44 09/09/2006 07:40 09/10/2006 08:30 0.8 1.10 400 2006
08/11/2006 23:30 08/11/2006 23:30 single report 0.0 0.30 40 2006
08/12/2005 14:10 08/12/2005 14:10 08/12/2005 14:55 0.8 0.40 64 2005
07/25/2005 13:23 07/25/2005 13:14 07/25/2005 14:16 1.0 0.98 316 2005
07/23/2005 22:36 07/23/2005 22:36 07/23/2005 23:17 0.7 0.32 45 2005
02/19/2005 23:47 02/19/2005 23:18 02/20/2005 05:18 6.0 0.12 10 2005
08/11/2004 17:32 08/11/2004 17:24 08/11/2004 17:36 0.2 0.75 195 2004
07/28/2003 01:44 07/28/2003 01:44 single report 0.0 0.12 10 2003
02/13/2003 16:29 02/13/2003 16:29 02/13/2003 16:30 0.0 0.17 17 2003
09/06/2002 19:17 09/06/2002 19:06 09/06/2002 19:33 0.5 0.82 232 2002
09/18/2001 08:06 09/18/2001 08:06 09/18/2001 08:50 0.5 0.40 64 2001
10/27/2000 13:09 10/27/2000 12:33 10/27/2000 15:18 2.8 1.50 761 2001
10/26/2000 12:36 10/26/2000 10:50 10/26/2000 14:04 3.2 0.77 207 2001
10/25/2000 12:03 10/25/2000 10:45 10/25/2000 15:54 5.2 0.70 171 2001
10/21/2000 20:42 10/21/2000 20:33 10/21/2000 21:17 0.7 1.02 348 2001
08/29/2000 11:32 08/29/2000 09:17 08/29/2000 12:07 2.8 1.23 514 2000
07/15/1999 05:14 07/15/1999 04:57 07/15/1999 05:35 0.6 0.30 40 1999
09/01/1998 01:08 08/31/1998 21:03 09/01/1998 04:21 7.3 0.20 21 1998
08/24/1998 21:43 08/24/1998 21:00 08/24/1998 21:45 0.8 0.32 45 1998
08/12/1998 21:43 08/12/1998 21:43 single report 0.0 0.88 258 1998
08/11/1998 19:12 08/11/1998 19:10 08/11/1998 19:27 0.3 0.73 183 1998
09/26/1997 04:43 09/26/1997 03:50 09/26/1997 04:52 1.0 2.12 1,425 1997
08/14/1995 22:40 08/14/1995 22:37 08/14/1995 22:52 0.3 0.22 25 1995

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Computed by FEMA, September 1995
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
10-year 50-year 100-year
300 1,300 1,900

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
183 672 1,260 2,060 3,510 4,890

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 -0.62 On right bank about 15 feet downstream of transducer

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