Tat Momolikat Dam

Tat Momolikat Dam

Tat Momolikot Dam was designed and constructed by the Corps of Engineers. It was authorized by Flood Control Act of 1965, Public Law 89-298, Eighty-ninth Congress, First Session, approved October 1965. Construction of the dam began on September 27, 1972 and was completed on June 27, 1974. The dam is located on the Papago Indian Reservation in Pinal County, Arizona, about 65 miles south of Phoenix, 60 miles northwest of Tucson, and 20 miles south of Casa Grade . It was constructed as a multiple-purpose reservoir project to provide protection against floods to downstream lands and improvements; water conservation storage; development of irrigable lands; recreation; and fish and wildlife facilities. The dam also provides partial flood protection to development in the overflow area, which for the standard project flood would extend to Santa Cruz Wash, about 33 miles to the north, covering 57,000 acres (location map).

Operating Agencies

The operating agencies for Tat Momolikot Dam are the Bureau of Indian Affairs (BIA) and the Corps of Engineers (COE). The BIA is responsible for the operation and maintenance of the dam, reservior, and intake and outake works. The Corps has agreed to assist the BIA in the operation of the dam, if requested, and in the collection of hydrologic data.

The current water control manual for Tat Momolikot Dam was approved in December 1990.

 

Physical Components

Tat Momolikot Dam project consists of the main dam, which is a compacted-earthfill embankment, a reservior area, flood-control outlet works, water conservation outlet works, several detached dikes, a detached concrete spillway, pits for fish ponds, an overlook, area, and two new roads. The physical data for some of the project components are provided below.

Embankment
 
Type Earth Fill
Top Elevation 1,557 feet MSL 474.57 meters MSL
Maximum height above streambed 75.5 feet 23 meters
Top Length 12,440 feet 3,791.71 meters
Freeboard 6.3 feet 1.92 meters
 
Spillway
Type Broadcrested  
Control Section Trapezoid  
Spillway Crest 1,539 feet MSL 469.09 meters MSL
Crest Length 1,000 feet 304.8 meters
 
Outlet Works
Conservation (gated)
 
Inlet Portal Invert Elevation 1,485 feet MSL meters MSL
Exit Portal Invert Elevation 1,483.85 feet MSL meters MSL
Conduit Length 448 feet 136.55 meters
Conduit Diameter 5 feet 1.52 meters
Maximum Capacity 200 cfs 5.66 cms
 
Flood Control (ungated)
 
No Flashboards 1,509 feet MSL 459.94 meters MSL
With all flashboards 1,515 feet MSL 461.77 meters MSL
Inlet Portal Invert Elevation 1,509 feet MSL 459.94 meters MSL
Exit Portal Invert Elevation 1,509 feet MSL 459.94 meters MSL
Conduit Length 79.12 feet 24.12 meters
Conduit Dimensions (feet) 13W X 12H 3.96W X 3.66H
Maximum Capacity 4,960 cfs 140.47 cms
 
Reservoir
 
Conservation Pool Elevation 1,509 feet MSL 459.94 meters MSL
Flood Control Pool (spillway crest) 1,539 feet MSL 469.09 meters MSL
Top of Conservation Pool Area* 2,050 ac. 8.29 MSM
Spillway Crest Area* 11,790 ac. 47.7 MSM
Allowance of Sediment* 40,000 ac.-ft 49.34 MCM
Conservation Pool Capacity 19,560 ac.-ft 24.13 MCM
Spillway Crest Capacity 198,545 ac.-ft 244.93 MCM
 
Reservoir Design Flood
     
Peak Inflow (5-days) 77,000 cfs 2180.64 cms
Peak Outflow 4,960 cfs 140.47 cms
Reduction in Peak 72,170 cfs 2043.85 cms
Total Volume 178,000 ac.-ft 219.58 MCM
     
Spillway Design Flood
     
Peak Inflow (5-days) 280,000 cfs 7929.6 cms
Peak Outflow 4,960 cfs 140.47 cms
Reduction in Peak 139,400 cfs 3947.81 cms
Total Volume 455,000 ac.-ft 561.3 MCM
 
Notes:
 
MSL = Mean Sea Level.
MCM = million cubic meters
cfs = cubic feet per second
cms = cubic meters per second
MSM = million square meters
ac.-ft = acre-foot
* Based on surveys of 1968 & 1975