Indian Bend Wash at Indian School Road - ID # 4618

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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 | 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
       
4618 0.72 feet 1,236.00 NAVD88 02/16/2010 -- Current
4618 1.68 feet 1,235.57 NAVD88 11/25/1997 -- 11/30/2009

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SITE DATA

STATUS Active
LOCATION On Indian School Road west of Hayden Road
DRAINAGE AREA 90 mi2 from USGS Streamstats
STREAM TYPE Improved Natural Stream
JURISDICTION Scottsdale, Arizona
WATERSHED Lower Indian Bend
SECTION/TOWNSHIP/RANGE S23 T2N R4E
LATITUDE N 33° 29' 42.2"  |  +33.49505
LONGITUDE W 111° 54' 40.5"  |  -111.91126
ARIZONA STATE PLANE E 701656  | N 907657
USGS QUAD SHEET Tempe 7.5-Minute
STREAMGAGE INSTALLATION DATE 11/25/1997 - WY 1998
PERIOD OF AVAILABLE DATA RECORD 11/25/1997 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 06/01/2019) 21.51 Years | 7,858 Days
GAPS (> 2 DAYS) IN RECORD 11/30/2009 - 02/16/2010
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.72 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 1,235.282 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 3,887 cfs | 5.50 feet | 09/08/2014

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BRIEF RATING

Current Rating = #2 - Applied since 02/16/2010
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 2.6 765
1.0 90 3.0 1,056
1.6 262 3.6 1,615
2.0 428 4.0 2,077

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 5.33 3,675 08/11/2018
2017 2.38 628 01/21/2017
2016 3.53 1,543 08/02/2016
2015 1.82 349 05/16/2015
2014 5.50 3,887 09/08/2014
2013 3.67 1,691 07/21/2013
2012 3.04 1,093 08/23/2012
2011 1.90 381 12/30/2010
2010   1,000 (est.) 01/22/2010
2009 2.63 273 02/10/2009
2008 3.90 1,108 01/28/2008
2007 2.18 88 07/30/2007
2006 4.55 1,612 08/24/2006
2005 5.18 2,182 08/03/2005
2004 3.18 591 04/02/2004
2003 4.86 1,880 02/14/2003
2002 2.44 185 07/23/2002
2001 2.62 267 04/06/2001
2000 2.93 437 03/06/2000
1999 3.28 658 07/14/1999
1998 2.83 379 02/15/1998

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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
               
02/22/2019 06:44 02/21/2019 22:35 02/23/2019 12:32 38.0 1.93 397 2019
10/13/2018 21:20 10/13/2018 20:48 10/14/2018 10:30 13.7 1.84 357 2019
10/13/2018 13:37 10/13/2018 12:35 10/13/2018 16:59 4.4 1.24 150 2019
10/07/2018 14:45 10/07/2018 14:16 10/08/2018 02:55 12.7 1.44 209 2019
10/07/2018 06:00 10/07/2018 05:42 10/07/2018 08:22 2.7 1.34 179 2019
10/03/2018 06:32 10/02/2018 04:03 10/04/2018 09:22 53.3 3.53 1,543 2019
10/02/2018 23:48 10/02/2018 04:03 10/04/2018 09:22 53.3 5.23 3,548 2019
10/02/2018 13:17 10/02/2018 04:03 10/04/2018 09:22 53.3 5.18 3,485 2019
08/12/2018 21:11 08/12/2018 18:58 08/13/2018 12:00 17.0 3.56 1,573 2018
08/11/2018 02:31 08/10/2018 22:44 08/12/2018 12:00 37.3 5.33 3,675 2018
08/10/2018 00:24 08/09/2018 23:47 08/10/2018 12:00 12.2 2.19 523 2018
08/08/2018 23:05 08/08/2018 20:36 08/09/2018 18:00 21.4 3.38 1,393 2018
07/10/2018 06:00 07/10/2018 00:00 07/10/2018 12:00 12.0 0.91 76 2018
06/16/2018 11:35 06/16/2018 11:28 06/16/2018 13:40 2.2 1.29 165 2018
08/03/2017 18:09 08/03/2017 18:07 08/03/2017 19:40 1.6 1.29 165 2017
07/24/2017 13:26 07/24/2017 12:00 07/24/2017 18:00 6.0 1.81 344 2017
07/17/2017 08:55 07/17/2017 08:37 07/18/2017 00:00 15.4 1.61 266 2017
07/16/2017 23:27 07/16/2017 22:38 07/17/2017 04:35 6.0 2.01 433 2017
02/28/2017 18:21 02/28/2017 17:54 03/01/2017 07:15 13.4 1.56 249 2017
01/21/2017 00:49 01/20/2017 21:18 01/21/2017 12:00 14.7 2.38 628 2017
01/03/2017 06:00 01/02/2017 18:00 01/03/2017 12:00 18.0 1.04 100 2017
08/11/2016 05:44 08/11/2016 05:34 08/11/2016 12:00 6.4 1.64 277 2016
08/09/2016 16:16 08/09/2016 15:38 08/10/2016 00:00 8.4 3.11 1,148 2016
08/05/2016 14:07 08/05/2016 09:39 08/06/2016 18:01 32.4 3.31 1,327 2016
08/02/2016 22:50 08/02/2016 18:29 08/03/2016 12:00 17.5 3.53 1,543 2016
07/29/2016 21:34 07/29/2016 20:09 07/30/2016 08:46 12.6 1.79 336 2016
05/16/2015 09:34 05/15/2015 23:12 05/17/2015 07:46 32.6 1.82 349 2015
05/04/2015 06:25 05/04/2015 05:21 05/04/2015 08:05 2.7 0.90 58 2015
09/27/2014 19:30 09/27/2014 15:13 09/30/2014 12:00 68.8 4.14 2,267 2014
09/08/2014 07:30 09/07/2014 23:35 09/10/2014 15:45 64.2 5.50 3,887 2014
08/19/2014 16:52 08/19/2014 16:00 08/21/2014 11:35 43.6 4.20 2,334 2014
03/02/2014 08:01 03/02/2014 07:45 03/04/2014 18:59 59.2 1.94 403 2014
03/01/2014 19:27 03/01/2014 10:56 03/02/2014 04:56 18.0 1.54 244 2014
11/23/2013 07:08 11/22/2013 05:13 11/24/2013 15:57 58.7 2.70 830 2014
07/21/2013 15:52 07/21/2013 11:13 07/23/2013 03:52 40.7 3.67 1,691 2013
03/09/2013 06:24 03/09/2013 05:50 03/10/2013 02:45 20.9 1.72 308 2013
03/08/2013 15:57 03/08/2013 15:42 03/08/2013 17:49 2.1 1.30 166 2013
02/21/2013 00:29 02/20/2013 20:19 02/21/2013 14:19 18.0 1.52 235 2013
01/26/2013 18:41 01/26/2013 09:36 01/29/2013 14:16 76.7 2.50 698 2013
09/07/2012 10:45 09/07/2012 10:28 09/07/2012 13:12 2.7 1.44 211 2012
08/23/2012 07:37 08/23/2012 02:41 08/24/2012 01:12 22.5 3.04 1,093 2012
12/13/2011 17:59 12/13/2011 17:41 12/13/2011 18:52 1.2 0.92 78 2012
07/11/2011 04:07 07/11/2011 04:03 07/11/2011 06:52 2.8 1.52 253 2011
02/27/2011 06:52 02/27/2011 00:28 02/27/2011 12:52 12.4 0.84 64 2011
12/30/2010 12:52 12/29/2010 00:52 12/31/2010 18:52 66 1.90 381 2011
10/05/2010 20:36 10/05/2010 19:06 10/06/2010 09:07 14.0 1.14 126 2011
08/17/2010 19:51 08/17/2010 19:36 08/17/2010 22:49 3.2 1.62 270 2010
03/08/2010 05:34 03/07/2010 22:17 03/09/2010 04:17 30.0 1.57 251 2010
02/28/2010 11:06 02/28/2010 10:38 03/01/2010 10:15 23.6 1.94 400 2010
09/05/2009 12:08 09/05/2009 11:18 09/05/2009 13:11 1.9 1.95 31 2009
02/10/2009 04:07 02/09/2009 21:39 02/11/2009 03:26 29.8 2.63 273 2009
02/08/2009 09:56 02/08/2009 09:26 02/08/2009 17:03 7.6 2.28 122 2009
08/29/2008 03:54 08/28/2008 22:43 08/30/2008 05:40 31.0 3.03 497 2008
08/26/2008 07:40 08/26/2008 07:27 08/27/2008 01:06 17.7 2.61 260 2008
08/07/2008 21:40 08/07/2008 20:38 08/08/2008 01:16 4.6 2.36 151 2008
07/11/2008 02:25 07/11/2008 01:59 07/11/2008 10:11 8.2 2.23 104 2008
01/28/2008 06:57 01/27/2008 20:44 01/29/2008 11:29 38.8 3.90 1,108 2008
01/07/2008 13:43 01/07/2008 12:57 01/07/2008 14:33 1.6 2.00 40 2008
12/08/2007 09:19 12/08/2007 08:57 12/08/2007 23:02 14.1 2.45 193 2008
12/08/2007 03:09 12/08/2007 02:54 12/08/2007 06:02 3.1 1.98 35 2008
12/01/2007 00:37 11/30/2007 23:45 12/02/2007 11:54 36.2 3.05 512 2008
08/01/2007 04:17 08/01/2007 04:11 08/01/2007 13:48 9.6 2.15 80 2007
07/30/2007 23:05 07/30/2007 22:57 07/31/2007 02:06 3.2 2.18 88 2007
02/19/2007 19:07 02/19/2007 16:51 02/19/2007 19:14 2.4 1.80 18 2007
08/24/2006 13:57 08/24/2006 12:59 08/25/2006 14:35 25.6 4.55 1,612 2006
07/26/2006 07:15 07/26/2006 00:29 07/26/2006 21:33 21.1 2.55 237 2006
03/12/2006 02:09 03/11/2006 23:57 03/12/2006 15:31 15.6 2.45 193 2006
08/07/2005 23:06 08/07/2005 23:06 08/08/2005 03:14 4.2 2.45 193 2005
08/03/2005 00:54 08/02/2005 22:16 08/04/2005 04:40 30.4 5.18 2,182 2005
02/20/2005 13:40 02/20/2005 11:42 02/21/2005 03:17 15.6 2.30 131 2005
02/19/2005 07:52 02/19/2005 01:14 02/20/2005 11:07 33.9 2.90 422 2005
02/12/2005 03:17 02/11/2005 23:23 02/13/2005 17:43 42.3 2.50 214 2005
01/27/2005 00:49 01/27/2005 00:32 01/27/2005 15:16 14.7 2.30 131 2005
01/03/2005   Data Unavailable Data Unavailable   2.69 308 2005
04/02/2004 13:20 04/02/2004 08:45 04/04/2004 08:44 48.0 3.18 591 2004
03/05/2004   Data Unavailable Data Unavailable   2.67 295 2004
02/23/2004 18:53 02/23/2004 18:53 single report 0.0 1.88 21 2004
11/13/2003 06:07 11/13/2003 03:04 11/13/2003 14:59 11.9 2.38 162 2004
10/10/2003 18:06 10/10/2003 17:42 10/11/2003 01:32 7.8 2.38 162 2004
03/17/2003 19:44 03/17/2003 17:44 03/18/2003 08:14 14.5 2.53 225 2003
02/25/2003 20:40 02/25/2003 20:40 02/26/2003 16:09 19.5 2.53 225 2003
02/14/2003 04:10 02/13/2003 19:20 02/15/2003 13:40 42.3 4.86 1,880 2003
07/23/2002 20:56 07/23/2002 20:51 07/23/2002 23:16 2.4 2.44 185 2002
04/06/2001 05:15 04/06/2001 05:00 04/06/2001 19:50 14.8 2.62 267 2001
04/05/2001 23:50 04/05/2001 23:40 04/06/2001 01:05 1.4 2.07 57 2001
03/07/2001 16:52 03/07/2001 15:52 03/08/2001 06:08 14.3 2.59 253 2001
03/07/2001 10:52 03/07/2001 10:22 03/07/2001 11:47 1.4 2.20 92 2001
01/27/2001 23:40 01/27/2001 15:45 01/28/2001 09:25 17.7 2.41 173 2001
01/27/2001 15:50 01/27/2001 15:45 01/27/2001 20:45 5.0 2.26 113 2001
01/13/2001 01:25 01/13/2001 00:45 01/13/2001 12:40 11.9 2.23 103 2001
01/12/2001 18:45 01/12/2001 18:15 01/13/2001 12:40 18.4 2.32 136 2001
10/27/2000 21:59 10/27/2000 21:04 10/28/2000 17:59 20.9 2.56 239 2001
10/22/2000 14:34 10/22/2000 06:14 10/23/2000 02:14 20.0 2.59 253 2001
10/22/2000 07:09 10/22/2000 06:14 10/22/2000 09:28 3.2 2.13 74 2001
10/10/2000 14:39 10/10/2000 14:04 10/11/2000 04:54 14.8 2.62 267 2001
03/06/2000 07:08 03/06/2000 06:28 03/07/2000 22:38 40.2 2.93 437 2000
09/20/1999 03:58 09/20/1999 03:22 09/20/1999 10:38 7.3 2.50 214 1999
09/19/1999 14:17 09/19/1999 14:12 09/19/1999 16:02 1.8 2.50 214 1999
08/31/1999 15:02 08/31/1999 14:52 08/31/1999 21:42 6.8 2.08 59 1999
07/14/1999 21:44 07/14/1999 19:34 07/15/1999 21:49 26.3 3.28 658 1999
07/14/1999 17:14 07/14/1999 17:09 07/14/1999 18:49 1.7 2.28 122 1999
04/02/1999 18:09 04/02/1999 17:59 04/03/1999 00:34 6.6 2.13 72 1999
03/29/1998 05:09 03/29/1998 04:55 03/29/1998 11:36 6.7 2.20 96 1998
03/26/1998 19:51 03/26/1998 18:23 03/27/1998 07:30 13.1 2.65 285 1998
02/24/1998 21:38 02/24/1998 21:29 02/25/1998 13:30 16.0 2.50 214 1998
02/18/1998 00:57 02/18/1998 00:24 02/18/1998 13:30 13.1 2.28 122 1998
02/15/1998 08:48 02/15/1998 08:34 02/15/1998 23:39 15.1 2.83 379 1998
02/09/1998 01:50 02/09/1998 01:29 02/09/1998 16:42 15.2 2.52 113 1998
02/04/1998 13:17 02/04/1998 12:44 02/05/1998 11:19 22.6 2.80 365 1998

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=21, 1998-2018
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
776 1,7700 2,680 3,740 5,410 6,870


Flood Flow Frequency
Based on FEMA Flood Insurance Study
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
10-year 50-year 100-year 500-year
4,000 14,000 20,000 43,000

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 1.22 Located near center of channel at transducer site

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