1975
DOI: 10.1256/smsqj.43014
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Turbulent wind flow over a low hill

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Cited by 210 publications
(311 citation statements)
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“…Finnigan et al, 1990), which themselves generally show good agreement with linear theory (e.g. Jackson & Hunt, 1975) for the maximum speed-up near the hill crest. On the other hand, the trends in the various Snyder cases are more subtle, requiring consideration of the effects of streamline curvature.…”
Section: Final Comments and Conclusionsupporting
confidence: 65%
See 1 more Smart Citation
“…Finnigan et al, 1990), which themselves generally show good agreement with linear theory (e.g. Jackson & Hunt, 1975) for the maximum speed-up near the hill crest. On the other hand, the trends in the various Snyder cases are more subtle, requiring consideration of the effects of streamline curvature.…”
Section: Final Comments and Conclusionsupporting
confidence: 65%
“…Secondly, it is clear that in all cases (except the Snyder V3) the shear stress rises near the surface, as anticipated by linear theories (like those following Jackson & Hunt, 1975). However, the rises do not follow the trend that might at first be anticipated.…”
Section: Resultsmentioning
confidence: 65%
“…These factors have a strong influence on ventifact scale and distribution. Studies of airflow over hills and dunes (Jackson and Hunt, 1975;Bowen and Lindley, 1977;Taylor, 1977;Lancaster, 1985;Tsoar, 1985;Mulligan, 1988;McKenna Neuman, Lancaster and Nickling, 1997) have led to advances in our understanding of ventifact formation. Wind velocity increases and longer periods of abrasion near hillcrests and in topographic saddles result in scale increases in ventifact features (grooves or flutes) (Figure 21.18).…”
Section: Surface Controls Spatial Variability Feedback and Topographymentioning
confidence: 99%
“…Consider flow over an isolated hill of height H and length L. L is defined, for convenience, as the horizontal distance from the summit to where the surface elevation is approximately H/2. It has been found (Jackson & Hunt 1975) that H, L, and the ratio H/L are important in determining how the hill affects the flow. For many hills, the ratio of H/L is less than about 1/3, although of course there are steep hills, mountains and cliffs where this is not true.…”
Section: Complex Surfacesmentioning
confidence: 99%