Rawhide Wash - ID # 4863

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Page Last Updated: 12 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
       
4863 0.52 feet 2,225.56 feet NAVD88 10/01/2017 -- Current
4863 0.52 feet 0.52 feet Gage Height 07/27/1999 -- 09/30/2017

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SITE DATA

STATUS Active
LOCATION On Dynamite Boulevard about 1/4 mile west of Pima Road
DRAINAGE AREA 8.9 mi2 (from USGS Streamstats)
STREAM TYPE Natural stream
JURISDICTION Scottsdale, Arizona
WATERSHED Upper Indian Bend
SECTION/TOWNSHIP/RANGE S36 T5N R4E
LATITUDE N 33° 44' 28.1"  |  +33.74115
LONGITUDE W 111° 53' 53.3"  |  -111.89814
ARIZONA STATE PLANE E 705634  | N 997198
USGS QUAD SHEET Curry's Corner 7.5-Minute
STREAMGAGE INSTALLATION DATE 07/27/1999 - WY 1999
PERIOD OF AVAILABLE DATA RECORD 07/27/1999 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 19.18 Years | 7,006 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.52 feet Gage Height
STAFF GAGES 1
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 2,225.037 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 446 cfs | 2.07 feet | 09/09/2006

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BRIEF RATING

Current Rating = #1 - Applied since 07/27/1999
Discharge
(cfs)
Gage
Height
(feet)
Elevation
(feet NAVD88)
0 0.00 2,548.94
25 0.51 2,225.55
50 0.91 2,225.95
100 1.11 2,226.15
250 1.58 2,226.62
500 2.19 2,227.23
1,000 3.31 2,228.35
2,000 5.27 2,230.31
2.500 6.11 2,231.15

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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 None 0 None
2016 1.87 361 08/05/2016
2015 0.74 47 07/31/2015
2014 1.67 283 09/08/2014
2013 None 0 None
2012 None 0 None
2011 None 0 None
2010 None 0 None
2009 None 0 None
2008 None 0 None
2007 1.92 382 07/31/2007
2006 2.07 446 09/09/2006
2005 0.67 47 08/02/2005
2004 1.07 89 03/05/2004
2003 None 0 None
2002 1.04 82 07/14/2002
2001 None 0 None
2000 None 0 None
1999 None 0 None

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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
               
08/05/2016 10:09 08/05/2016 08:27 08/05/2016 12:15 3.8 1.87 361 2016
07/31/2015 16:23 07/31/2015 15:57 07/31/2015 16:55 1.0 0.74 47 2015
09/08/2014 03:41 09/08/2014 03:15 09/08/2014 05:10 1.9 1.67 283 2014
08/19/2014 07:14 08/19/2014 07:05 08/19/2014 14:23 7.3 1.04 82 2014
03/01/2014 16:48 03/01/2014 16:37 03/01/2014 17:38 1.0 0.97 64 2014
07/31/2007 18:53 07/31/2007 18:49 07/31/2007 20:02 1.2 1.92 382 2007
09/09/2006 09:36 09/09/2006 09:27 09/09/2006 12:00 2.5 2.07 446 2006
09/03/2006 22:48 09/03/2006 21:47 09/03/2006 23:22 1.6 0.84 50 2006
08/02/2005 21:32 08/02/2005 21:32 single report 0.0 0.67 47 2005
02/11/2005 15:59 02/11/2005 15:59 single report 0.0 0.57 45 2005
09/18/2004 20:56 09/18/2004 20:56 single report 0.0 0.54 23 2004
04/02/2004 03:33 04/02/2004 03:33 04/02/2004 08:32 5.0 0.69 48 2004
03/05/2004 05:41 03/05/2004 03:11 03/05/2004 06:25 3.2 1.07 89 2004
09/07/2002 19:24 09/07/2002 19:24 single report 0.0 0.62 46 2002
07/23/2002 21:38 07/23/2002 20:07 07/23/2002 22:13 2.1 0.77 49 2002
07/14/2002 20:55 07/14/2002 20:53 07/14/2002 22:14 1.4 1.04 82 2002

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HEC-1 Analysis, August 2002
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
560 2,070 2,800 4,400 5,350 6,340

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 5 Near transducer, on pier

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 1.00 On downstream edge of pier with transducer

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