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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Design Advances Spillway Operational Effects

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Design Advances Spillway Operational Effects

[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.

Bonnet Carre' Spillway Operation
In opening the spillway, each timber is individually lifted and placed atop the structure.

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.

Bonnet Carre' Spillway Operation
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.

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

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

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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