Painted Rock Flood Control Project is located on the Gila River, in the southwest part of Maricopa County in the State of Arizona about 20 miles northwest of Gila Bend, Arizona. Gila Bend is a town located on the U.S. Highway No. 80 approximately 78 miles southwest of Phoenix, Arizona. There is a sharp bend in the Gila River north of Gila Bend, wherein the river changes its course from flowing due south to flowing northwesterly. Painted Rock Dam is physically located at the end of this northwesterly flowing river reach. Immediately downstream of Painted Rock Dam, the Gila River changes it course from flowing northwesterly to a southwesterly direction. The dam site is in a gap between the Painted Rock Mountains and the Gila Bend Mountains where the river is confined to a relatively narrow channel. It is the last dam on the Gila River before its confluence with the Colorado River.
Painted Rock Dam has a drainage area of 50,800 square miles. The principal tributaries to the Gila River include the Verde, Salt, San Francisco, Santa Cruz, San Pedro, New, Agua Fria, and Hassayampa Rivers, Santa Rosa Wash, and San Simon Creek. More than half of the storm runoff coming into the Painted Rock Reservoir is unregulated inflow. The regulated inflow coming from the upstream projects includes: (1) releases made by the Salt River Project System which is comprised of seven reservoirs on the Salt and Verde Rivers; (2) releases made by the Coolidge Dam on the upper Gila River operated by the San Carlos Indian Project; and (3) releases made by the New Waddell Dam on the Agua Fria River operated by the Central Arizona Project. The purpose of the Painted Rock Flood Control Project is to provide protection for downstream communities by collecting the storm runoff from the upstream drainage areas, providing temporary flood storage space in the reservoir, and making flood releases at a rate which does not exceed the downstream channel capacity. The current downstream channel capacity is limited to approximately 10,000 cfs. The current Water Control Manual for Painted Rock Dam was approved in June 1962. The revision to the approved Water Control Manual is currently underway.
The 3 outlet gates are normally set to a 0.5 foot opening to bypass low flows. During the initial stages of a flood event, a debris pool will be built. Flood releases will begin when the water surface elevation rises above elevation 550 feet m.s.l. in the reservoir. Painted Rock Dam is operated on a prediction basis which establishes the rate of release of floodwaters from the dam based on upstream and downstream conditions. Relevant factors which control operations at Painted Rock Dam include: prior rainfall and runoff, forecasted precipitation (short-term and long-term), ground conditions (e.g., saturation, snowpack, etc.) and forecasted runoff, the current level of Painted Rock Reservoir and current inflow to the reservoir, current level of inflow to and outflows from upstream dams, expected operation of upstream dams, the status and expected operation of dams on the main stem of the Colorado River, and current relationship between reservoir outflow and downstream damages. When the water surface rises to elevation 661 feet m.s.l., uncontrolled spillway flows will begin. During the initial spillway flows, releases from the outlet gates are adjusted so that the combined spillway flow and the outlet gates outflow will not exceed downstream channel capacity. If the uncontrolled releases exceed the downstream channel capacity, the controlled releases from the outlets are shut off.
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