Painted Rock Dam is a major flood control project in the Gila River Drainage Basin constructed and operated by the U.S. Army Corps of Engineers, Los Angeles District. The construction of this flood control project (as set forth in House Document 331, 81st congress, 1st session) was authorized by the Flood Control Act of May 17, 1950 (PL 81-516) and the Flood Control Act of December 22, 1944 (PL 78-534). The project construction was initiated on 25 July 1957 and completed on 18 January 1960 at a cost of $13,670,000 (excluding cost of lands and severance damages).
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.
Photographs of Painted Rock Dam
Embankment | ||
Type | Earth Fill | |
Crest Elevation | 705 feet m.s.l. | 214.88 meters m.s.l. |
Maximum height above streambed | 181 feet | 55.17 meters |
Crest Length | 4,780 feet | 1,456.94 meters |
Freeboard | 8.7 feet | 2.65 meters |
Spillway | ||
Type | Detached, Broadcrest, Ungated | |
Crest Elevation | 661 feet m.s.l. | 201.47 meters m.s.l. |
Crest Length | 610 feet | 185.93 meters |
Outlet Works | ||
Number of gates | 3 | |
Gates type | Tainter | |
Height x Width (each) | 18 x 10 feet | 5.49 x 3.05 meters |
Entrance Invert Elevation | 530 feet m.s.l. | 161.54 meters m.s.l. |
Length of Transition (from tainter gates to circular conduit) | 123 feet | 37.49 meters |
Conduit | ||
Number of Conduits | 1 | |
Shape of Conduit | circular | |
Size (inside diameter) | 25 feet | 7.62 meters |
Length of Conduit | 925 feet | 281.94 meters |
Maximum Capacity | 30,480 cfs | 863 cms |
Outlet Invert Elevation | 519.8 feet m.s.l. | 158.44 meters m.s.l. |
Reservoir | ||
Area at Spillway Crest | 53,200 acres | 215.29 skm |
Gross Storage at Spillway Crest | 2,491,700 acre-feet | 3073.48 MCM |
Flood Control Allocation (1985 Survey) | 2,472,824 acre-feet | 3050.20 MCM |
Debris Pool Allocation (1985 Survey) | 3,515 acre-feet | 4.34 MCM |
Reservoir Design Flood | ||
Total Volume (18-day) | 2,800,000 acre-feet | 3,453.77 MCM |
Peak Inflow | 300,000 cfs | 8,495 cms |
Peak Outflow | 22,500 cfs | 637 cms |
Spillway Design Flood | ||
Total Volume (18-day) | 7,680,000 acre-feet | 9,473.18 MCM |
Peak Inflow | 620,000 cfs | 17,556 cms |
Peak Outflow (with outlet gates fully open) | 436,500 cfs | 12,360 cms |
Historic Maximum Flood | ||
Maximum Elevation (27 February 1993) | 667.05 feet m.s.l. | 203.32 meters m.s.l. |
Peak Inflow (17 February 1980) | 219,730 cfs | 6,222 cms |
Peak Outflow (27 February 1993) | 26,474 cfs (including spillway flow) | 750 cms |
Notes: |
m.s.l.= mean sea level (1927) |
MCM = million cubic meters |
cfs = cubic feet per second |
cms = cubic meters per second |
sm = square meters |
skm = square kilometer |
View Current Painted Rock Dam Data
Painted Rock Dam Flood Inundation Maps
Last Updated on March 15, 2006 by W. Luo