1979
DOI: 10.3133/ofr79554
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Changes in channel characteristics, 1938-74, of the Homochitto River and tributaries, Mississippi

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Cited by 24 publications
(17 citation statements)
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“…Data indicate that, on average, bess in Kansas and Nebraska are considerably more cohesive, ranging from 35 to 69 kPa (Turnbull, 1948;Lohnes and Handy, 1968). Cohesion and friction-angle values obtained in Mississippi for bess-derived sediments range from 9.2 to 34 kPa, and from 16 to 35°, respectively (Turnipseed and Wilson, 1992;Wilson andTurnipseed, 1993, 1994). The mean value of cohesion reported for 23 borehole shear-strength tests conducted in bess-derived sediments in northern Mississippi is relatively high, (54 kPa) by Thorne et al (1981).…”
Section: Natural Factorsmentioning
confidence: 99%
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“…Data indicate that, on average, bess in Kansas and Nebraska are considerably more cohesive, ranging from 35 to 69 kPa (Turnbull, 1948;Lohnes and Handy, 1968). Cohesion and friction-angle values obtained in Mississippi for bess-derived sediments range from 9.2 to 34 kPa, and from 16 to 35°, respectively (Turnipseed and Wilson, 1992;Wilson andTurnipseed, 1993, 1994). The mean value of cohesion reported for 23 borehole shear-strength tests conducted in bess-derived sediments in northern Mississippi is relatively high, (54 kPa) by Thorne et al (1981).…”
Section: Natural Factorsmentioning
confidence: 99%
“…A survey of 15 counties in northwestern Missouri identified 957 highway structures as damaged by channel degradation. Degradation and channel widening in the bess area led to the collapse of several bridges in West Tennessee (Robbins and Simon, 1983), southwest Mississippi (Wilson, 1979), Missouri (Emerson, the midwestern United States focused additional attention on channel-stability problems in the bess area because scores of bridges were either closed or failed during and immediately after the floods.…”
Section: Introductionmentioning
confidence: 99%
“…Site 21 is on a streambed consisting of sand, which degraded about 15 ft between 1941and 1974(Wilson, 1979. By plotting the annual minimum stages through time, the bed at this with a streambed consisting of sand that has degraded about 15 ft. Also, the channel at this site has moved laterally about 790 ft northward causing as much as 49 ft of total scour on the overbank.…”
Section: Measured Total-scour Depthsmentioning
confidence: 99%
“…Other examples can be found that describe bridge failures following channel modifications that caused accelerated channel instability (e.g. see Ruhe (1970); Emerson (1971); Wilson (1979) and Simon (1989Simon ( , 1992). Similar examples can be found in other parts of the world.…”
Section: Introductionmentioning
confidence: 99%