WEST POINT DAM
CHATTAHOOCHEE RIVER, GEORGIA
PERTINENT DATA
 
LOCATION AND_PURPOSE

On the Chattahoochee River, 201.4 miles above the mouth of the river, in Troup County, Georgia and Chambers County, Alabama, approximately 3 miles north of West Point, Georgia, and 146.9 miles below Buford Dam. The authorized purposes include flood control, power, fish and wildlife and recreation. Other purposes
include stream flow regulation.

GENERAL
 Drainage area, Buford Dam to West Point Dam, sq. mi.                  2,400
 Total drainage area above West Point Dam, sq. mi.                     3,440

NATURAL STREAM FLOW AT DAMSITE - Before filling reservoir*
 Period of record                                                  1896-1974
 Average flow for period of record, cfs                                5,609
 Minimum monthly flow, period of record, cfs
  (Sep. 1925)                                                            333
 Maximum monthly flow, period of record, cfs
  (Mar. 1929)                                                         32,700
 Minimum daily flow, period of record, cfs
  (12 Sep. 1925)                                                         224
 Maximum flow during period of record, cfs
  (10 Dec. 1919)                                                     134,000
 Peak stage, period of record, feet above msl
  (10 Dec. 1919)                                                         581
 Estimated bankfull discharge, cfs, with floodway                     25,000
                                    without floodway                  18,000

*River flow was first interfered with in May 1967 when the river was diverted through a channel cut in the east bank.

REGULATED FLOW
 Average regulated discharge, period of record, cfs                    4,820
 Average discharge critical period, cfs (May-Dec. 1954)                2,330
 Minimum monthly regulated discharge, cfs (Oct. 1933)                  2,045
 Maximum monthly regulated discharge, cfs (Mar. 1929)                 27,500

RESERVOIR
 Pool elevations - feet above msl
  Top of flood control pool                                              635.0
  Top of power pool (summer level)                                       635.0
  Top of power pool (winter level)                                       625.0
  Minimum power pool                                                     620.0
  Spillway design flood                                                  646.4
  Standard project flood                                                 640.9
  Maximum flood of record (Dec. 1919)                                    639.7
 Storage volumes - acre
  Total storage at maximum flood pool (elev. 641)                     74,800
  Flood control storage - winter (elev. 635 to elev. 625)            221,000
  Power storage - summer (elev. 635 to elev. 620)                    306,100
  Power storage - winter (elev. 625 to elev. 620)                     85,100
  Inactive storage (below minimum power pool, elev. 620)             298,400
 Reservoir area - acres
  Maximum flood pool (elev. 641)                                      31,000
  Top of power pool - summer (elev. 635)                              25,900
  Top of power pool - winter (elev. 625)                              18,600
  Minimum power pool (elev. 620)                                      15,500
 Shoreline at maximum power pool (elev. 635), miles
  Mainland shoreline                                                     525
  Islands shoreline                                                       14

DAM
 Type                                    Concrete gravity and earth embankment
 Length, feet
  Concrete sections                                                      896
  Earth embankments                                                     6,354±
 Elevations, feet, msl
  Top of dam                                                             652.0
  Streambed                                                              556
  Spillway crest                                                         597.0
  Top of tainter gates, closed                                           638.0
  Service bridge                                                         652
 Maximum height, feet
  Concrete section                                                       132±
  Earth embankment                                                        78
 Maximum top width, feet
  Concrete (non-overflow)                                                 20.5
  Roadway                                                                 15.0
  Earth embankment                                                        25.0
 Sideslopes, earth embankment
  Upstream                                                              1 on 3
  Downstream                                                            1 on 2.5
 Spillway
  Type                                                   Concrete gravity ogee
  Gross length, feet                                                     350
  Clear opening, feet                                                    300
  Piers, number                                                            5
  Piers, width, feet                                                      10
  Tainter gates, number                                                    6
  Tainter gates, width, feet                                              50
  Tainter gates, height, feet                                             41
  Type of bucket Roller
  Radius of bucket, feet                                                  50
  Bucket lip, elevation                                                  550.64
 Intake-powerhouse section
  Length, feet (estimated)                                               321
 Non-overflow section
  Length, feet                                                           185
  Left embankment retaining wall
  Maximum height, feet                                                   114
  Length, feet                                                           590

POWER PLANT STRUCTURE
 Location                                 Right bank of the river between the
                                                  earth dike and the spillway
 Size of building
   Length, feet                                                          321
   Width, feet                                                           164.5
 Elevations, feet, msl
 Bottom of substructure (main units)                                     504.5
 Low point of draft tube
 Main units                                                              509.0
  Small unit                                                             538.0
 Centerline of distributor
        Main units                                                       561.0
        Small unit                                                       556.0
 Turbine room floor
        Main units                                                       582.0
        Small unit                                                       567.0
 Control room                                                            582.0
 Erection room                                                           602.0
 Transformer deck                                                        602.0
 Draft tube deck                                                         599.0
 Intake deck                                                             652.0
 Crane runway rail                                                       626.0
 Roof (high point of concrete slab)                                      642.08
 Top of parapet                                                          645.25
   Trash racks
Number of openings, main units                                             9
   Small unit                                                              1
 Size of rack opening, each main unit, feet                        17.0 x 44.0
 Spacing of bars, center-to-center, inches                                 6
 Intake gates
  Type                                     Vertical lift, single leaf, tractor
  Number, each main unit                                                   3
                 small unit                                                   1
  Number provided, main units                                              6
                   small unit                                                     1
  Size (clear opening), feet
   Main units                                                      17.0 x 31.06
   Small unit                                                        9.0 x 9.0
  Method of handling                                Individual hydraulic hoists
 Draft tube gates
  Type                                        Double leaf, vertical lift, slide
  Number, each main unit                                                   3
               small unit                                                  1
  Number provided                                                          3
  Size (clear opening), feet                                      17.67 x 25.0
  Method of handling                                              Gantry Crane

MAIN GENERATING UNITS
 Number, initial                                                           2
         ultimate                                                          3
 Speed, rpm                                                              100
 Spacing of units, center-to-center, feet                                 77
 Turbines
  Type                                       Fixed blade propeller, counter-
                                                          clockwise rotation
  Capacity, guaranteed:
   - at 52.5 feet net head, hp each                                   45,000
   - at 58.0 feet net head (rated) hp each                            51,500
   - at best gate, hp each                                            48,000
  Spiral cases - concrete semi-spiral,
   three discharge passages
  Draft tubes - concrete elbow,
   three discharge passages
 Generators
  Type                            Vertical shaft, enclosed, self-ventilated,
                                   with thrust and guide bearing below rotor

  Rating
   Normal, continuous, each, kw                                       35,000
   Normal, continuous, 60* C. rise, each, kva                         36,842
   Maximum, continuous capability each kva                            42,368
  Power factor                                                          0.95
  Voltage (60 Hertz, 3-phase)                                         13,800

 
SMALL GENERATING UNIT
 Number                                                                    1
 Speed, rpm                                                              327
 Location                                              in erection bay block
 Turbine
  Type                                       Fixed blade propeller, counter-
                                                          clockwise rotation
  Capacity, guaranteed
   - at 52.5 feet net head, hp                                         3,500
   - at 77.0 feet net head (rated), hp                                 5,400
  Spiral case                                   steel, one discharge passage
  Draft tube                           concrete elbow, one discharge passage
 Generator
  Type                            Vertical shaft, enclosed, self-ventilated,
                                  with thrust and guide bearing above rotor,
                                           and guide bearing below the rotor
 Rating
   Normal, continuous, kw                                              3,375
   Normal, continuous, 60* C. rise, kva                                3,750
   Maximum, continuous capability, kva                                 4,312
 Power factor                                                           0.90
 Voltage (60 Hertz, 3-phase)                                           4,160

TAILWATER ELEVATIONS, FEET, (msl)
 Spillway design flood (423,900 cfs)                                     604.0
 Standard project flood (249,500 cfs)                                    595.0
 Maximum flood of record (73,200 cfs)                                    579.0
 Two main units running (16,000 cfs)                                     565.7
 Small unit running (675 cfs)                                            558.0
 Minimum (no flow)                                                       557.0

HEADS, NET FEET
 Maximum
  Small unit (675 cfs)                                                    77.0
  One main unit (6,300 cfs)                                               73.0
 Minimum
  Small unit only (675 cfs)                                               62.0
  Both main units and small unit (19,000 cfs)                             52.5
 Mean operating
  Small unit (675 cfs)                                                    62.0
  Both main units (14,600 cfs)                                            63.2
 Rated
  Small unit                                                              77.0
  Main units                                                              58.0