All Days 2003
DOI: 10.4043/15162-ms
|View full text |Cite
|
Sign up to set email alerts
|

Analysis of Past and Future Debris Flows and Turbidity Currents Generated by Slope Failures Along the Sigsbee Escarpment in the Deep Gulf of Mexico

Abstract: There are many seafloor features on and near the base of the Sigsbee Escarpment that were formed as the result of mass gravity flows. Accordingly, a multidisciplinary team conducted an evaluation of these features as part of an overall study of geohazards. The goals of these evaluations were to:catalog the varieties of mass gravity flows that have occurred in the past,understand the causes of these events,characterize the kinematics (e.g., speeds, dimensions) of these flows, andportray the relative magnitudes … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
6
0

Year Published

2003
2003
2021
2021

Publication Types

Select...
3
3
3

Relationship

0
9

Authors

Journals

citations
Cited by 20 publications
(6 citation statements)
references
References 0 publications
0
6
0
Order By: Relevance
“…Core descriptions are displayed in proximal to distal transects per failure, indicated in the map with bold red letters (A to L) at their heads. The depth ranges from 1300 to 2200 m (modified from Young et al, 2003;Niedoroda et al, 2003). characteristics, particularly the degree and type of sediment deformation.…”
Section: Methodsmentioning
confidence: 99%
“…Core descriptions are displayed in proximal to distal transects per failure, indicated in the map with bold red letters (A to L) at their heads. The depth ranges from 1300 to 2200 m (modified from Young et al, 2003;Niedoroda et al, 2003). characteristics, particularly the degree and type of sediment deformation.…”
Section: Methodsmentioning
confidence: 99%
“…Slope stability was previously investigated for the steepest part of the major slump labeled as Slump 8 and reported by Nadim et al (2003), Nowacki et al (2003), and Niedoroda et al (2003).…”
Section: Geologic Backgroundmentioning
confidence: 98%
“…A review of mobility using the approach outlined by Annandale (1995) was subsequently performed using the available site-specific geotechnical data. Testing using an erosion function apparatus (EFA) was proposed in order to determine a measured value of the erosion threshold (Briaud et al, 2001;Niedoroda et al, 2003) to provide correlation and ground-truthing to the preliminary values presented in this desk study. The results of these assessments were supported by observations made from the available side scan sonar and sub-bottom profiler data which indicate the presence of sand waves in a number of the zones.…”
Section: Desk Studymentioning
confidence: 99%