Flying E Wash - ID # 7083

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Page Last Updated: 10 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
       
7083 0.00 feet 2,283.20 feet NAVD 1988 08/17/2017 -- Current
7083 0.45 feet 2,283.65 feet NAVD 1988 12/01/2000 -- 08/17/2017
7083 0.10 feet 2,283.30 feet NAVD 1988 07/12/1994 -- 12/01/2000

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SITE DATA

STATUS Active
LOCATION About 1 mile west of Vulture Mine Road on US 60
DRAINAGE AREA 8.6 mi2
STREAM TYPE Natural Stream
JURISDICTION Wickenburg, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S09 T7N R5W
LATITUDE N 33° 57' 44.0"  |  +33.96223
LONGITUDE W 112° 46' 58.5"  |  -112.78291
ARIZONA STATE PLANE E 437353  | N 1078752
USGS QUAD SHEET Vulture Peak 7.5-Minute
STREAMGAGE INSTALLATION DATE 07/12/1994 - WY 1994
PERIOD OF AVAILABLE DATA RECORD 07/12/1994 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 24.22 Years | 8,847 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.00 feet Gage Height
STAFF GAGES 1
CREST STAGE GAGES 2
ZERO GAGE HEIGHT ELEVATION 2,283.20 feet NAVD 1988
POINT OF ZERO FLOW 0.4 feet Gage Height
EXTREME FOR PERIOD OF RECORD 5,267 cfs | 7.07 feet | 07/18/2015

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BRIEF RATING

Current Rating = #5 - Applied since 10/01/1999
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.00 0 5.80 3,700
1.55 211 6.70 4,800
2.50 500 7.70 6,100
3.00 900 9.00 8,000
3.70 1,500 9.90 9,300
4.70 2,500    

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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 1.30 124 07/15/2017
2016 1.38 147 10/05/2015
2015 7.07 5,267 07/18/2015
2014 1.80 280 08/03/2014
2013 2.40 467 09/10/2013
2012 1.58 218 07/14/2012
2011 None 0 None
2010 1.23 103 01/21/2010
2009 0.85 16 11/27/2008
2008 1.77 276 11/30/2007
2007 1.95 329 07/25/2007
2006 1.50 189 08/09/2006
2005 5.74 3,740 07/30/2005
2004 4.10 1,868 08/15/2004
2003 3.92 1,300 10/26/2002
2002 None 0 None
2001 5.60 3,650 10/27/2000
2000 1.55 211 08/29/2000
1999 2.38 444 07/15/1999
1998 1.60 171 08/12/1998
1997 3.30 1,145 09/26/1997
1996 2.00 297 09/10/1996
1995 1.40 119 02/14/1995
1994 0.82 51 09/20/1994

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RUNOFF EVENT HISTORY (RUNOFF ≥50 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
               
08/03/2017 16:46 08/03/2017 16:24 08/03/2017 17:53 1.5 1.17 87 2017
07/18/2017 19:47 07/18/2017 19:00 07/19/2017 00:40 5.7 1.17 87 2017
07/15/2017 18:33 07/15/2017 17:56 07/15/2017 19:50 1.9 1.30 124 2017
07/31/2016 21:41 07/31/2016 20:45 07/31/2016 22:12 1.5 1.12 75 2016
10/05/2015 11:11 10/05/2015 10:16 10/05/2015 14:37 4.4 1.38 147 2016
07/31/2015 16:58 07/31/2015 16:12 07/31/2015 18:25 2.2 1.18 89 2015
07/18/2015 19:03 07/18/2015 17:14 07/18/2015 21:40 4.4 7.07 5,267 2015
09/09/2014 00:54 09/08/2014 23:36 09/09/2014 12:00 12.4 1.62 231 2014
08/25/2014 18:57 08/25/2014 18:46 08/25/2014 21:19 2.6 1.35 139 2014
08/03/2014 17:40 08/03/2014 17:28 08/03/2014 17:50 0.4 1.80 280 2014
08/02/2014 18:20 08/02/2014 17:09 08/02/2014 22:35 5.4 1.30 124 2014
07/11/2014 16:32 07/11/2014 16:07 07/11/2014 16:52 0.8 1.05 60 2014
07/09/2014 16:53 07/09/2014 16:46 07/09/2014 17:47 1.0 1.40 156 2014
07/06/2014 15:18 07/06/2014 15:11 07/06/2014 19:49 4.6 1.48 182 2014
07/03/2014 22:09 07/03/2014 21:54 07/04/2014 23:17 25.4 1.20 95 2014
09/10/2013 12:23 09/10/2013 12:15 09/10/2013 20:24 8.2 2.40 467 2013
09/10/2013 08:28 09/10/2013 08:12 09/10/2013 09:23 1.2 1.48 182 2013
08/26/2013 21:16 08/26/2013 20:50 08/27/2013 02:41 5.9 1.52 201 2013
08/23/2012 01:52 08/23/2012 01:37 08/23/2012 03:47 2.2 1.25 109 2012
07/14/2012 18:08 07/14/2012 17:20 07/15/2012 03:48 10.5 1.58 218 2012
01/21/2010 14:00 01/21/2010 01:29 01/22/2010 02:13 24.7 1.23 103 2010
01/19/2010 21:30 01/19/2010 20:29 01/19/2010 23:28 3.0 1.00 50 2010
11/30/2007 23:28 11/30/2007 23:11 12/01/2007 12:30 13.3 1.77 276 2008
07/28/2007 19:01 07/28/2007 18:54 07/28/2007 19:07 0.2 1.48 186 2007
07/25/2007 13:01 07/25/2007 12:45 07/25/2007 13:55 1.2 1.95 329 2007
08/09/2006   Data Unavailable Data Unavailable   1.50 189 2006
07/30/2005   Data Unavailable Data Unavailable   5.74 3,740 2005
08/15/2004 16:50 08/15/2004 16:30 08/15/2004 17:38 1.1 4.10 1,868 2004
10/26/2002   Data Unavailable Data Unavailable   3.92 1,300 2003
10/27/2000   Data Unavailable Data Unavailable   5.60 3,650 2001
10/21/2000 21:07 10/21/2000 20:07 10/23/2000 23:57 51.8 2.53 517 2001
08/29/2000 13:26 08/29/2000 13:14 08/29/2000 20:53 7.7 1.55 211 2000
08/27/2000 09:24 08/27/2000 08:03 08/27/2000 12:48 4.7 1.42 169 2000
08/31/1999 16:45 08/31/1999 16:23 09/01/1999 00:07 7.7 1.67 192 1999
07/15/1999 04:49 07/15/1999 03:34 07/15/1999 08:52 5.3 2.38 444 1999
04/02/1999 07:40 04/02/1999 07:30 04/02/1999 11:10 3.7 1.23 86 1999
08/12/1998 19:08 08/12/1998 18:15 08/12/1998 22:57 4.7 1.60 171 1998
08/08/1998 00:31 08/07/1998 23:39 08/08/1998 04:07 4.5 1.15 73 1998
09/26/1997 05:51 09/25/1997 14:58 09/26/1997 13:51 22.9 3.30 1,145 1997
09/06/1997 00:55 09/05/1997 21:35 09/06/1997 05:49 8.2 1.27 92 1997
08/30/1997 15:02 08/30/1997 08:59 08/30/1997 17:20 8.4 1.90 260 1997
09/10/1996 21:36 09/10/1996 20:08 09/11/1996 06:46 10.6 2.00 297 1996
02/14/1995 22:25 02/14/1995 18:33 02/15/1995 04:31 10.0 1.40 119 1995
01/25/1995 19:37 01/25/1995 18:10 01/26/1995 05:15 11.1 0.88 55 1995
09/20/1994 20:58 09/20/1994 20:34 09/20/1994 22:05 1.5 0.82 51 1994

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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 25-year 50-year 100-year
890 2,200 3,490 4,770 5,860 6,940
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
266 989 1,970 3,510 6,710 10,400
Flood Flow Frequency
Based on FEMA 1995 Flood Insurance Study
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
5-year 10-year 25-year 50-year 100-year 500-year
  1,000   4,500 6,500 15,000

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 10 At right bank near transducer

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CREST STAGE GAGES

Crest Gage Pin Elevation
(Feet, Gage Height)
Additional Information
Lower 0.49 At right bank near transducer
Upper 5.28 At right bank near transducer

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STATION VISIT NOTES

Available Station Visit Notes
07/18/2017 07/20/2017 08/14/2017    
         

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