1993
DOI: 10.1007/bf00775045
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Characterization of sediments by high-frequency echo-sounding

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Cited by 6 publications
(5 citation statements)
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“…Previous workers have characterized bottom sediments by means of high-frequency echosounding (Damuth, 1980;Forsgren et al, 1993;Chough et al, 2002). Forsgren et al (1993) used the acoustic signal patterns of the echogram to differentiate between fine-and coarse-grained sediment bottoms according to four criteria: roughness of the line surface, line thickness, occurrence of white line and echo.…”
Section: Bottom Sedimentsmentioning
confidence: 99%
See 1 more Smart Citation
“…Previous workers have characterized bottom sediments by means of high-frequency echosounding (Damuth, 1980;Forsgren et al, 1993;Chough et al, 2002). Forsgren et al (1993) used the acoustic signal patterns of the echogram to differentiate between fine-and coarse-grained sediment bottoms according to four criteria: roughness of the line surface, line thickness, occurrence of white line and echo.…”
Section: Bottom Sedimentsmentioning
confidence: 99%
“…Forsgren et al (1993) used the acoustic signal patterns of the echogram to differentiate between fine-and coarse-grained sediment bottoms according to four criteria: roughness of the line surface, line thickness, occurrence of white line and echo. Investigations by Clay and Leong (1974), Dunsinger et al (1981) and Cochrane and Dunsinger (1983) showed that inhomogenities in the sediment cause scattering of acoustic signals.…”
Section: Bottom Sedimentsmentioning
confidence: 99%
“…Many studies have been carried out to characterize and monitor SAV with the echo time series of a single beam echo-sounder [9,10]. Without ground truth data and calibration, very little information about SAV is available.…”
Section: Introductionmentioning
confidence: 99%
“…Samples of the same core taken at deeper pits (30-35 cm) are given a sufix 'b.' The silicious sediment spots have been selected considering results of (Forsgren et al, 1993). The selected samples fall under the following categories: sample 1(a) -fine and very fine sand, and coarse silt; sample 1(b) -coarse silt and very fine sand; sample 2 -coarse, medium and fine silt; samples 3(a), 3(b), 4(a), 4(b) -predominantly fine and very fine silt.…”
Section: Introductionmentioning
confidence: 99%