Dysart Drain at Luke Air Force Base - ID # 5413

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Page Last Updated: 27 June 2019


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

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
5413 0.35 feet 1,063.83 feet NAVD88 10/01/2017 -- Current
5413 0.10 feet 0.10 feet Gage Height 10/01/1997 -- 09/30/2017
5413 0.00 feet 0.00 feet Gage Height 08/22/1996 -- 09/30/1997

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SITE DATA

STATUS Active
LOCATION On Dysart Drain about 1/3 mile east of Litchfield Road
DRAINAGE AREA 24.3 mi2
STREAM TYPE Engineered Channel
JURISDICTION Glendale, Arizona
WATERSHED White Tanks A
SECTION/TOWNSHIP/RANGE S03 T2N R1W
LATITUDE N 33° 32' 38.3"  |  +33.54397
LONGITUDE W 112° 20' 57.8"  |  -112.34940
ARIZONA STATE PLANE E 568152  | N 925728
USGS QUAD SHEET El Mirage 7.5-Minute
STREAMGAGE INSTALLATION DATE 08/22/1996 - WY 1996
PERIOD OF AVAILABLE DATA RECORD 08/22/1996 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 06/01/2019) 22.77 Years | 8,318 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.35 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 0
ZERO GAGE HEIGHT ELEVATION 1,063.482 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 862 cfs | 4.30 feet | 09/08/2014

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BRIEF RATING

Current Rating = #1 - Applied since 08/22/1996
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 4.0 757
0.5 19 5.0 1,133
1.0 52 6.0 1,583
2.0 204 7.0 2,113
3.0 445 8.4 3,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 1.30 89 08/11/2018
2017 1.15 69 07/16/2017
2016 0.80 36 10/06/2015
2015 1.70 150 07/31/2015
2014 4.30 862 09/08/2014
2013 1.18 72 08/26/2013
2012 0.40 11 07/04/2012
2011 1.35 96 12/30/2010
2010 1.70 150 01/21/2010
2009 0.62 24 07/20/2009
2008 1.45 110 12/01/2007
2007 2.17 240 08/01/2007
2006 1.05 57 09/02/2006
2005 1.18 73 07/30/2005
2004 0.73 31 03/04/2004
2003 2.28 264 02/14/2003
2002 0.52 17 09/02/2002
2001 1.47 113 10/27/2000
2000 0.47 14 03/06/2000
1999 1.18 73 07/15/1999
1998 1.92 189 02/17/1998
1997 0.62 24 02/27/1997
1996 1.95 195 09/02/1996

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RUNOFF EVENT HISTORY (RUNOFF ≥ 25 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
               
10/23/2018 18:05 10/23/2018 17:37 10/23/2018 18:58 1.4 1.35 96 2019
08/11/2018 00:44 08/11/2018 00:28 08/11/2018 00:49 0.4 1.30 89 2018
08/13/2017 03:20 08/12/2017 22:30 08/13/2017 09:54 11.4 1.10 63 2017
07/29/2017 17:42 07/29/2017 17:18 07/29/2017 21:44 4.4 1.00 52 2017
07/16/2017 23:27 07/16/2017 22:43 07/17/2017 02:27 3.7 1.15 69 2017
10/06/2015 15:52 10/06/2015 13:31 10/06/2015 23:00 9.5 0.80 36 2016
08/27/2015 19:15 08/27/2015 16:42 08/28/2015 05:44 13.0 0.65 25 2015
07/31/2015 18:19 07/31/2015 16:46 08/01/2015 02:52 10.1 1.70 150 2015
12/04/2014 07:37 12/04/2014 07:12 12/04/2014 14:19 7.1 1.28 85 2015
09/27/2014 15:00 09/27/2014 14:06 09/28/2014 17:30 27.4 2.65 351 2014
09/08/2014 07:18 09/08/2014 04:21 09/09/2014 19:11 38.8 4.30 862 2014
08/19/2014 19:40 08/19/2014 19:23 08/20/2014 00:45 5.4 1.10 63 2014
08/12/2014 19:25 08/12/2014 19:17 08/12/2014 21:54 2.6 0.40 11 2014
08/01/2014 22:02 08/01/2014 21:41 08/02/2014 01:08 3.5 0.80 36 2014
07/03/2014 22:18 07/03/2014 22:01 07/04/2014 01:35 3.6 1.22 79 2014
03/01/2014 20:36 03/01/2014 15:53 03/02/2014 04:21 12.5 1.38 99 2014
03/01/2014 12:17 03/01/2014 12:09 03/01/2014 13:07 1.0 0.40 11 2014
12/20/2013 07:45 12/20/2013 07:43 12/20/2013 09:48 2.1 0.32 7 2014
12/19/2013 23:52 12/19/2013 23:32 12/20/2013 00:43 1.2 0.40 11 2014
11/22/2013 21:48 11/22/2013 20:34 11/23/2013 03:48 7.2 0.28 5 2014
11/22/2013 03:48 11/22/2013 03:28 11/22/2013 09:48 6.3 0.48 15 2014
08/26/2013 19:51 08/26/2013 19:36 08/27/2013 00:32 4.9 1.18 72 2013
07/04/2012 12:16 07/04/2012 12:15 07/04/2012 19:17 7.0 0.40 11 2012
12/30/2010 02:53 12/30/2010 02:09 12/30/2010 06:05 3.9 1.35 96 2011
08/22/2010 00:48 08/21/2010 23:54 08/22/2010 03:14 3.3 1.62 137 2010
01/21/2010 22:00 01/21/2010 06:39 01/22/2010 10:53 28.2 1.70 150 2010
08/12/2009 22:38 08/12/2009 22:34 08/13/2009 00:43 2.2 0.62 24 2009
07/20/2009 19:04 07/20/2009 18:53 07/20/2009 19:27 0.6 0.62 24 2009
01/28/2008 00:51 01/27/2008 10:43 01/28/2008 15:36 28.9 1.27 85 2008
12/08/2007 05:11 12/07/2007 16:46 12/08/2007 13:15 20.5 0.65 25 2008
12/01/2007 00:54 11/30/2007 14:18 12/01/2007 18:10 27.9 1.45 110 2008
08/01/2007 17:51 07/31/2007 17:29 08/02/2007 01:50 32.4 2.17 240 2007
07/23/2007 17:09 07/23/2007 16:48 07/24/2007 04:48 12.0 1.65 142 2007
03/23/2007 21:24 03/23/2007 17:57 03/24/2007 04:33 10.6 1.40 103 2007
09/02/2006 19:16 09/02/2006 19:07 09/03/2006 00:12 5.1 1.05 57 2006
08/04/2006 13:30 08/04/2006 08:05 08/04/2006 19:06 11.0 0.65 26 2006
08/03/2006 14:05 08/03/2006 07:43 08/03/2006 19:16 11.6 0.71 29 2006
07/26/2006 08:56 07/26/2006 08:56 07/26/2006 11:06 2.2 0.92 45 2006
08/03/2005 00:25 08/02/2005 23:59 08/03/2005 09:07 9.1 0.76 33 2005
07/30/2005 00:25 08/02/2005 23:59 08/03/2005 09:07 9.1 0.76 33 2005
03/04/2004 22:39 03/04/2004 19:39 03/05/2004 04:56 9.3 0.73 31 2004
02/14/2003 09:32 02/14/2003 09:12 02/14/2003 13:02 3.8 1.42 105 2003
02/14/2003 00:37 02/13/2003 20:57 02/14/2003 09:07 12.2 2.28 264 2003
10/27/2000 14:50 10/27/2000 13:27 10/28/2000 00:54 11.5 1.47 113 2001
07/15/1999 10:33 07/15/1999 06:07 07/15/1999 15:38 9.5 1.18 73 1999
09/11/1998 07:03 09/11/1998 06:56 09/11/1998 13:30 6.6 0.68 27 1998
02/17/1998 22:22 02/17/1998 13:31 02/18/1998 07:43 18.2 1.92 189 1998
02/15/1998 03:22 02/15/1998 01:40 02/15/1998 13:57 12.3 0.71 29 1998
02/04/1998 07:23 02/04/1998 03:45 02/04/1998 13:36 9.9 0.68 27 1998
09/02/1996 20:32 09/02/1996 18:38 09/03/1996 01:01 6.4 1.52 122 1996
09/02/1996 07:23 09/02/1996 06:07 09/02/1996 08:56 2.8 1.95 195 1996
09/01/1996 13:41 09/01/1996 12:37 09/01/1996 16:28 3.9 1.02 55 1996

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=23, 1996-2018
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
77 180 284 413 632 841

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