A new relationship between grain size and fall (settling) velocity in air

被引:19
作者
Farrell, Eugene J. [1 ]
Sherman, Douglas J. [2 ]
机构
[1] Natl Univ Ireland Galway, Galway, Ireland
[2] Univ Alabama, Tuscaloosa, AL 35487 USA
来源
PROGRESS IN PHYSICAL GEOGRAPHY-EARTH AND ENVIRONMENT | 2015年 / 39卷 / 03期
关键词
settling velocity; terminal velocity; aeolian; grain size; SEDIMENT TRANSPORT; FLUX DISTRIBUTIONS; DRAG COEFFICIENTS; SALTATING GRAINS; SUSPENDED-LOAD; SAND; WIND; FORMULA; BED; SUSPENSION;
D O I
10.1177/0309133314562442
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
The fall velocity of natural sand grains is a fundamental attribute of sediment transport in fluid environments where particles may become partially or fully suspended. Several formulae have been proposed to calculate the fall velocity of particles in air, but there is considerable uncertainty about which is the most accurate or appropriate for a given set of environmental conditions. Five experiments that reported observations of fall velocity of different types of particles in air are described, evaluated, and compared. The experiment data were quality-controlled using four criteria: (1) particles had to have sufficient drop heights to attain their terminal fall velocity; (2) particles had to be in the range of sand sizes; (3) data identified as being problematic by the original authors were removed; and (4) particles comprise natural, irregular shaped sediments. The quality-controlled data were aggregated and analyzed using linear regression to obtain a relationship between grain size (d, in mm) and fall velocity (w(0) , in ms(-1)): w 0 = 4.248 d + 0.174 . This is a statistically strong relationship with a coefficient of determination of 0.89 (p < 0.001). This relationship can be regarded as a universal fall velocity model for natural, sand-sized particles falling through a static column of air. In terms of predictive analyses, our heuristic method outperforms alternative formulae and yields a better fit to the experimental data over the full range of sand sizes.
引用
收藏
页码:361 / 387
页数:27
相关论文
共 118 条
[101]   STEADY-STATE SALTATION IN AIR [J].
UNGAR, JE ;
HAFF, PK .
SEDIMENTOLOGY, 1987, 34 (02) :289-299
[102]  
van Rijn, 1989, HDB SEDIMENT TRANSPO, V2nd
[103]  
van Rijn L.C., 2012, PRINCIPLES SEDIMENT
[104]  
VANONI VA, 1946, T AM SOC CIV ENG, V111, P67
[105]   SEDIMENT TRANSPORT .2. SUSPENDED-LOAD TRANSPORT [J].
VANRIJN, LC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (11) :1613-1641
[106]  
WARG JB, 1973, MATH GEOL, V5, P59
[107]  
Warner GS, 2006, WATER AIR SOIL POLL, V6, P47
[108]   MODIFIED RUBEYS LAW ACCURATELY PREDICTS SEDIMENT SETTLING VELOCITIES [J].
WATSON, RL .
WATER RESOURCES RESEARCH, 1969, 5 (05) :1147-&
[109]   SOIL TRANSPORT BY WINDS ON MARS [J].
WHITE, BR .
JOURNAL OF GEOPHYSICAL RESEARCH, 1979, 84 (NB9) :4643-4651
[110]   Aeolian behavior of dust in a simulated Martian environment [J].
White, BR ;
Lacchia, BM ;
Greeley, R ;
Leach, RN .
JOURNAL OF GEOPHYSICAL RESEARCH-PLANETS, 1997, 102 (E11) :25629-25640