Whitlow Ranch Dam is an ungated flood control structure located on Queen Creek in Pinal County, Arizona. The dam is located (see: Map 1 & Map 2) about 50 miles southeast of the City of Phoenix and about 7 miles northeast of the town of Florence Junction. The drainage area tributary to Whitlow Ranch Dam comprises about143 square miles. This upstream area is bordered on the east by the Pinal Mountains and includes the town of Superior. The dam was built in 1960 to provide flood protection to farmland and developed areas including the communities of Chandler, Gilbert, Queen Creek, and Florence Junction and portions of Williams Air Force Base. The outlet works does not include any mechanical equipment that will permit significant adjustment to large outflows. Essentially the project operates for flood control automatically. Included in the project is a slide gate and a outlet-and-diversion structure designed to divert water and satisfy local water rights. Local interests, who have acquired these water rights, operate the slide gate to divert outflow from the reservoir into a irrigation ditch. Diverted flows have an negligible impact on outflows from the dam during a flood event.
Continuous low flows (less than 10 cfs) pass through Whitlow Ranch Dam's outlet works. Large discharges occur following heavy rains in the area above the dam. Outflow usually percolates into the alluvial plain below the dam and rarely travels more than a few miles downstream. Only flows from very large and infrequent storms will drain into the Gila River at a location about 40 miles downstream from the dam.
PAINTED ROCK DAM AND RESERVOIR
MARICOPA COUNTY, ARIZONA
PERTINENT DATA - APRIL 2015
Operational Objectives
Regional Flood Risk Management
Completion Date
February 1960
Stream System
Gila River
Lower Colorado River
Drainage Area
50,800
sq. mi. Extends into New Mexico and Mexico
Significant Upstream Flood Control Facilities
9 major dams
Salt River Project (6 dams), Bureau of Indian Affairs - Tat Momolikot Dam & Coolidge Dam (San Carlos Reservoir), Central Arizona Project - New Waddell Dam
DSAC Rating
3
Reservoir:
Elevation
NGVD 1929
+ 2.06 feet =
NAVD 1988
Streambed at dam
524.0
ft
526.1
Entrance invert elevation
530.0
ft
532.1
Debris pool
550.0
ft
552.1
Spillway crest
661.0
ft
663.1
Spillway Design Surcharge
696.3
ft
698.4
Top of dam
705.0
ft
707.1
Area1
Debris pool
482
acres
Spillway crest
52,112
acres
Spillway Design Surcharge
81,474
acres
Top of dam
89,600
acres
Capacity1
Debris pool
3,148
af
Spillway crest
2,336,169
af
Spillway Design Surcharge
4,669,103
af
Top of dam
5,414,025
af
Allowance for sediment (50-year)2,4
200,000
af
Dam
Type:
Rolled Earthfill
Height above original streambed
181
ft
Top length
4,796
ft
Top width
20
ft
West Dike top length
450
ft
Spillway (rebuilt in 1994)
Type:
Detached broadcrested weir
Crest length
610
ft
Spillway Design Surcharge
35.3
ft
Spillway Design freeboard
8.7
ft
Outlets Works
Location
Right Abutment
Controlled
Gate Type
Hydraulically operated Tainter Gates
Gates - Number & size
3 - 10' W x 18' H
ft
Entrance / Exit invert elevation
530.0 / 519.8
ft
532.1 / 521.9
Conduit
Number and size
1 - 25
ft, diameter
Length
925
ft
Maximum Scheduled Release @ spillway crest
22,500
cfs, maximum average
Maximum Physical Release capacity @ spillway crest4
30,480
cfs
Reservoir Design Flood3
Duration (Inflow)
18
days
Total volume
2,800,000
af
Maximum water surface elevation
660.5
ft
662.6
Inflow peak
300,000
cfs
Spillway Design Flood3
Duration (Inflow)
18
days
Total volume
7,680,000
af
Maximum water surface elevation
696.3
ft
698.4
Inflow peak
620,000
cfs
Outflow peak
436,500
cfs
Historic Maximums
(Date)
Maximum Water Surface Elevation (6 ft spillway surcharge)
667.05 (2-26-1993)
ft
669.15
Maximum Water Impoundment (114% of flood control volume)
2,811,274 (2-26-1993)
af(1985 Survey)
669.15
Maximum Inflow
(2-XX-1993)
cfs
Maximum Outflow
25,886 (2-26-1993)
cfs
1. 1993 Landsat Survey (1995 recomputation incorporating previously unrecognized volume low in basin)
2. Design Memorandum No. 1, Hydrology, August 1954
3. Design Memorandum No. 3, General Design for Painted Rock Reservoir, March 1955
4. Design Memorandum No. 6, Embankment, Spillway & Outlet Works, November 1956