Front:
FACTS ABOUT BAGNELL DAM
PROGRESS
STREAM FLOW
14,000 sq.mı.
Maximum recorded flow 110, 000 cu. St.sec.
324 cu.ftsec.
10, 500 cu. it sec.
Drainage area
Aug. 6 1929
Spillway cofferdam unwatered May 1 1930
April 21 1930
July 22 1930
Power station cofferdam unwatered Aug. 11 1930
5,080 cu yds.
112, 980 cu yds.
April 1931
Construction started
Minimum recorded flow
First concrete poured
Diversion channel opened
Average flow
RESERVOIR
Largest day concrete poured
Largest poured month
Construction completed
95 sq.mi.
129 mi.
1,300 mi.
650 billion gals.
Area
Length
Shoreline
Water impounded
PRINCIPAL QUANTITIES
DAM
Length including headworks
Length of spillway section
Length of abutment section
Length of headworks
Max. height bedrock to highway
Max. width base of spillway
Max. width base of abutment
2;543 ft.
Earth excavation
Rock
937, 000 cu.yds.
72,500 cu.yds.
553,000 cu.yds.
2,000 tons
1,500 tons
Gates, trash racks å guides 2,100 tons
1,500 tons
2,100,000 sq ft.
26,000 acres
1,512 ft.
Concrete
511 ft
Reinforcing steel
Structural steel
148 t.
131ft.10.5 in.
Hydro-electric machinery
Form work
93 t3 in.
over 30 million dollars
Cost of project
Reservoir clearing
LOCATION
136 miles to St. Louis
36 miles to Jefferson City
75 miles above confluence of Osage and
(airline)
Labor of 20,000 men used in the prepara
-tory and construction work which continued
night and day.
(airline)
Missouri Rivers.
MISSOURI
STATE HIGHWAY
COMMISSION
Back:
GREETINGS FROM THE LAKES OF THE OZARKS
OVICS
Whatsapp Sun 2012
13c
VUN20
Sese
Forward to t
Clear Kathleen
REAS
so much guts to
ply to
you the other logo
congadilations on being Kathleen dronest
accepted for Frontier
worte is the samesend Poo Oranada
d decide am going to Prairie Village
, its
quit or the beginning og
Im alrady Gotong
üreticveel
Hove incoo ya
66208
Pub. by Dickemann Dist. Co. Inc Camdenton, Mo. 65020
66569-B Color photo by Blai.