Whitlow Ranch Dam

Whitlow Ranch Dam

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