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 Mountain Park Project 
 Engineering Data

Mountain Park Project  -  Main Page

Facilities in Operation

Storage Dams

1       

Diversion Dams

1       

Diversion Canal

9.5 mi  

Pipelines

38 mi  

Pumping Plants

2      


Storage Facilities

Diversion Facilities

Type:

Concrete river control structure with canal headworks and a rolled earthfill dike extending across the flood plain

Location:

On Elk Creek, about 24 miles northeast of Altus, Oklahoma.

Construction period:

1975-1977  

Dimensions:

 

   Structural height

35.5 ft  

   Hydraulic height

26.7 ft  

   Total crest length

5,172 ft  

   Crest elevation

1,471.0 ft  

   Total volume

24,000 yd³  

Spillway:

Low section in rolled earthfill dike seeded to grass, with a crest length of 3,620 ft. Two 27- by 21-ft radial gates in stream control structure and one 10- by 21-ft sluiceway radial gate. A 24-in-diameter bypass gate is provided to release small flows downstream.

Headworks:

In left abutment with one 18-ft-square radial gate

   Diversion capacity

1,000 cfs  


Carriage Facilities

Bretch Diversion Canal

Location:

From Bretch Diversion Dam generally south and southeast to Noname Creek

Construction period:

1975-1977  

Length

9.5 mi  

Capacity

1,000 cfs  

Typical section concrete lined

 

   Bottom width

10 ft  

   Side slopes

1.5:1  

   Water depth

9.63 ft  

   Lining thickness

3 in  


Joint Use Pipeline

Type

Steel pipe encased in concrete and steel pipe with cement mortar coating

Length

0.5 mi  

Diameter

42 in  


Altus Aqueduct

Type

Pretensioned concrete cylinder pipe

Length

20.6 mi  

Diameter

36 and 39 in  


Snyder Aqueduct

Type

Pretensioned concrete cylinder pipe

Length

5.5 mi  

Diameter

16, 24, and 27 in  


Frederick Aqueduct

Type

Asbestos cement pipe

Length

12.1 mi  

Diameter

16, 18, 24, and 27 in  


Pumping Plants

Designation

Number of units

Total capacity, cfs

Total dynamic head, ft

Total horsepower

Altus

3 (plus 1 standby)

25.5

140

800

Frederick

3 (plus 1 standby)

    8.55

104

200

 

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