Introduction
Past Floods in the
Lower Mississippi Valley
The Great Flood of 1927
The MR&T Project
Spillway Site Selection
Design Advances
Spillway Operation
Spillway Operational Effects
Natural Resource Values
Environmental Values
Cultural Resource Values
Recreational Values
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[Take our Bonnet Carre' Spillway Quiz after reading this brochure.]
Operation of the Spillway
The decision to operate or "open" the Bonnet Carre'
Spillway is the responsibility of the MRC president who has
broad jurisdiction over the entire MR&T Project. The
MRC president relies heavily on the recommendations of
the New Orleans district engineer who is responsible for the
actual operation of the Bonnet Carre' structure and
floodway. Included in the complex decision process are
environmental considerations, as well as hydrologic,
structural, navigational and legal factors. Essentially, the
decision to operate the Bonnet Carre' Spillway is made when
existing conditions, combined with predicted stages and
discharges, indicate that the mainline levees in New Orleans
and other downstream communities will be subjected to
unacceptable stress from high water.
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In opening the spillway, each timber is individually lifted and placed atop
the structure.
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Once the decision to open the Bonnet Carre' structure
has been made, actual operation of the
structure is relatively simple. Two cranes, which move
along tracks atop the structure, are used to individually lift
each timber from the required number of bays. The timbers
are raised from their vertical position across the weir
opening (where together they serve as a dam against the
high water) and are laid horizontally on top of the structure
for later use in its closing. A complete opening of all 350
bays requires about 36 hours to lift the 7,000 wooden timbers
in the structure. If a quicker opening of the structure is ever
required, emergency procedures can release 20 timbers at
once and reduce the opening time to three hours.
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Opening of the Bonnet Carre' Spillway on March 17, 1997. The spillway was
operational from March 17 to April 18, 1997 -- operating at a maximum flow
of 243,000 cfs.
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| Project Statistics |
| Distance above New Orleans | 32.8 river miles | |
| Length of weir opening | 7,000 feet | |
| Number of bays | 350 | |
| Width of bays | 20 feet | |
| Creosote timbers | 20 per bay | |
| Floodway design capacity | 250,000 cfs (cubic feet per second) | |
| Length | 5.7 miles | |
| Width at river | 7,700 feet | |
| Width at lake | 12,400 feet | |
| U.S. lands | 7,623 acres | |
| Frequency of operation (est.) | 10 years | |
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| Spillway Openings (as of 1997) |
| Date | Bays open | Max. flow (cfs) |
| 1937 -- Jan 30 to Mar 07 | 285 | 211,000 | |
| 1945 -- Mar 23 to May 18 | 350 | 318,000 | |
| 1950 -- Feb 10 to Mar 19 | 350 | 223,000 | |
| 1973 -- Apr 08 to Jun 21 | 350 | 195,000 | |
| 1975 -- Apr 14 to Apr 26 | 225 | 110,000 | |
| 1979 -- Apr 18 to May 21 | 350 | 191,000 | |
| 1983 -- May 20 to Jun 23 | 350 | 268,000 | |
| 1997 -- Mar l7 to Apr 18 | 298 | 243,000 | |
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The Corps of Engineers initiated surveys and preliminary
investigations for the Bonnet Carre' Spillway in 1928.
Construction of the spillway structure began in 1929 and
was completed in 1931. The guide levees were completed in
1932, and highway and railroad crossings in 1936. The
total project cost was $14.2 million.
Contact
Kathy Gibbs, CEMVN-PA
Chief, Public Affairs Office
New Orleans, LA
504-862-2201
Kathy.Gibbs@usace.army.mil
Updated May 18, 2005
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