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 Salt River Project 
 Engineering Data

Salt River Project  -  Main Page

Facilities in Operation

Storage Dams

6      

Diversion Dams

1      

Canals

131 mi  

Laterals

876 mi  

Pumping units for wells

278      

Hydroelectric powerplants

5      

Thermal powerplants

4      

Thermal powerplants - participant

5      

Transmission Lines

1,183 mi  

Substations

134      


Storage Facilities

Diversion Facilities

Granite Reef Diversion Dam

Type:

Concrete ogee weir, embankment wings

Location

On the Salt River, 22 miles east of Phoenix, Arizona.

Year Completed

1908  

Dimensions:

 

   Structure height

29 ft  

   Hydraulic height

18 ft  

   Weir crest length

1,000 ft  

   Volume

35,000 yd3  

Sluiceway:

 

   North Side Canal:

Four 15 by 9 ft slide gates.

   South Side Canal:

Nine 7 by 5 ft slide gates.

Diversion Capacity:

 

   North Side Canal

2,000 cfs  

   South Side Canal

1,600 cfs  


Power Canal Diversion Dam
1

Type:

Concrete weir, embankment wings

Location

On the Salt River, near Livingstone, Arizona Year completed: 1906. Reconstructed in 1936-1937 and further modified in 1937-1938.

Year Completed

1937-1938  

Dimensions:

 

   Structural height

12 ft  

   Hydraulic height

8 ft  

   Total Crest Length

862 ft  

   Weir crest length

500 feet  

   Weir Crest Elevation

2,180.3 ft  

   Volume

16,000 yd3  

Sluiceway:

Four (7 by 9.75 foot) slide gates.

Headworks:

Three (7 by 5.25 foot) slide gates.

   Diversion Capacity

220 cfs  

    1 The diversion dam is no longer in use and the headworks were sealed off in 1941


Carriage Facilities

Arizona Canal

Location

Generally west from Granite Reef Diversion Dam, 22 miles east of Phoenix, Arizona.

Construction period

1883-1884. Enlarged by Reclamation, 1911-1912  

Length

38.5 mi  

Diversion capacity

2,000 cfs  

Typical section in earth:

 

   Bottom width

70 ft  

   Side slopes

1:1  

   Water depth

5.2 ft  

Typical section, concrete lined:

 

   Bottom width

50 ft  

   Side slopes

0.75:1  

   Water depth

6.8 ft  

   Lining thickness

1.5 in  


Grand Canal

Location

From point on Arizona Canal, about 4 miles north of Tempe, Arizona, south to Tempe, then northwest through Phoenix to New River.

Construction period

1878. Enlarged during 1907-1913  

Length

22.3 mi  

Diversion capacity

900 cfs  

Typical section in earth:

 

   Bottom width

35 ft  

   Side slopes

1:1  

   Water depth

5 ft  

Typical section, concrete lined:

 

   Bottom width

28 ft  

   Side slopes

0.75:1  

   Water depth

5 ft  

   Lining thickness

1.25 in  


South Canal

Location

From Granite Reef Diversion Dam southwest to Mesa, Arizona, where the canal divides into the Consolidated and Tempe Canals.

Construction period

1889  

Length

10.1 mi  

Diversion capacity

1,650 cfs  

Typical section, concrete lined:

 

   Bottom width

63 ft  

   Side slopes

0.75:1  

   Water depth

8 ft  

   Lining thickness

1.25 in  


Consolidated Canal

Location

Generally south from South Canal division gates near Mesa, Arizona.

Construction period

1925-1927  

Length

18.4 mi  

Diversion capacity

1,325 cfs  

Typical section in earth:

 

   Bottom width

40 ft  

   Side slopes

1:1  

   Water depth

5 ft  

Typical section, concrete lined:

 

   Bottom width

60 ft  

   Side slopes

0.75:1  

   Water depth

8 ft  

   Lining thickness

1.5 in  


Eastern Canal

Location

East of and generally paralleling the Consolidated Canal south from South Canal at South Consolidated Powerplant.

Construction period

1889. Lined in 1925-1927  

Length

14.5 mi  

Diversion capacity

325 cfs  

Typical section, concrete lined:

 

   Bottom width

31 ft  

   Side slopes

0.75:1  

   Water depth

4.2 ft  

   Lining thickness

1.25 in  


Tempe Canal

Location

Generally southwest from South Canal at division gates near Mesa, Arizona.

Construction period

1871. Enlarged 1926-1927  

Length

9.3 mi  

Diversion capacity

600 cfs  

Typical section in earth:

 

   Bottom width

45 ft  

   Side slopes

1:1  

   Water depth

4 ft  

Typical section, concrete lined:

 

   Bottom width

34 ft  

   Side slopes

0.75:1  

   Water depth

4 ft  

   Lining thickness

2 in  


Western Canal

Location

West from Tempe Canal near Tempe, Arizona.

Construction period

1911-1913  

Length

14.4 mi  

Diversion capacity

550 cfs 

Typical section in earth:

 

   Bottom width

35 ft  

   Side slopes

1:1  

   Water depth

4.5 ft  

Typical section, concrete lined:

 

   Bottom width

35 ft  

   Side slopes

0.75:1  

   Water depth

4 ft  

   Lining thickness

1.25 in  


Cross Cut Canal

Location

From Arizona Canal south to Grand Canal near Tempe, Arizona.

Construction period

1912-1913  

Length

3.5 mi  

Diversion capacity

400 cfs  

Typical section in earth:

 

   Bottom width

38 ft  

   Side slopes

1:1  

   Water depth

4.1 ft  

Typical section, concrete lined:

 

   Bottom width

16 ft  

   Side slopes

1:1  

   Water depth

6 ft  

   Lining thickness

4.5 in  


Power Canal   -  Abandoned in 1941

Location

From Power Canal Diversion Dam on Salt River about 60 miles east of Phoenix, Arizona, west along Theodore Roosevelt Reservoir to Theodore Roosevelt Dam.

Construction period

1902-1903. Enlarged in 1911-1912  

Length

19.3 mi  

Diversion capacity

225 cfs  

Typical section in earth:

 

   Bottom width

15 ft  

   Side slopes

0.25:1  

Typical section, concrete lined:

 

   Bottom width

10 ft  

   Side slopes

0.75:1  

   Lining thickness

2 in  


Pumping Plants

Designation

Number of units

Total capacity, cfs

Total dynamic head, ft

Total horsepower

Well Pumping Divisions:

       

   Northside

130

437.79

280

21,385

   Southside

115

546.95

324

29,355

   P&H

    3

  21.97

125

     450

Booster plants:

       

   Highline

    8

125.00

  42

  1,500

   Distribution

    8

  50.17

    5

     160


Power Facilities

    Theodore Roosevelt Powerplant
    Horse Mesa Powerplant
    Mormon Flat Powerplant
    Stewart Mountain Powerplant
    Crosscut Powerplant - Hydro

 

 

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