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Part 9 Part 9 LEVEES AND CREVASSES

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Page 1: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

Part 9Part 9

LEVEES AND CREVASSES

Page 2: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

Model levee designModel levee design

• The theory of levees proposed to confine the The theory of levees proposed to confine the river’s mass in its main flow channel, river’s mass in its main flow channel, encouraging scour during high flow. encouraging scour during high flow.

Page 3: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour
Page 4: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

Natural crevasses beneath levees Natural crevasses beneath levees

Crevasses are sand filled distributary channels that form at high flow, and lie beneath earthen levees like ticking time bombs, waiting to explode.

Page 5: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

Seepage crevasse exposed at the east levee of the IHNC breach in New Orleans after Hurricanes Katrina and Rita

Page 6: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

• Permeability contrastsPermeability contrasts caused by clay filled caused by clay filled oxbows create treacherous and contrasting oxbows create treacherous and contrasting foundation conditions beneath levees.foundation conditions beneath levees.

Page 7: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

• The worst combination of foundation conditions The worst combination of foundation conditions is the ‘is the ‘gore pointgore point’ formed between two infilled ’ formed between two infilled oxbows, as shown here.oxbows, as shown here.

Page 8: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

• Clay filled oxbows consolidate under the load imposed Clay filled oxbows consolidate under the load imposed by the earthen levees, causing these levees to settle and by the earthen levees, causing these levees to settle and sink. sink. Differential settlementDifferential settlement is a major obstacle in is a major obstacle in maintaining levees. maintaining levees.

Page 9: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

Raising LeveesRaising Levees

• The rising bed of the Mississippi River has necessitated the heightening of levees, beginning in the 1890s, as shown above.

• Lower image shows dynamite charge being detonated on levee south of New Orleans in Plaquemines Parish during the Great 1927 flood.

Page 10: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

Levee Levee FailuresFailures

• Levees tend to fail Levees tend to fail during sustained during sustained high flow events high flow events because of because of underseepage underseepage problems, toe problems, toe scour, and scour, and overtoppingovertopping

• This shows the 1999 Celotex levee failure in Louisiana, along the Mississippi River

Page 11: Part 9 LEVEES AND CREVASSES. Model levee design The theory of levees proposed to confine the river’s mass in its main flow channel, encouraging scour

• Most levees are compromised by underseepage. When a levee breaches, the sudden change in base level promotes rapid bed erosion, as shown here in the 1993 Missouri River flood.