Soil mineralogy and slope effects on infiltration, interrill erosion, and slope factor

被引:16
|
作者
Ben-Hur, M
Wakindiki, IIC
机构
[1] Agr Res Org, Volcani Ctr, Inst Soil Water & Environm Sci, IL-50250 Bet Dagan, Israel
[2] Egerton Univ, Dept Soil Sci, Njoro, Kenya
关键词
aggregate stability; dispersive soil; seal formation; sedimentation; simulated rainfall; slope gradient;
D O I
10.1029/2003WR002904
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
[1] Interactions between the effects of soil mineralogy and of slope gradient on seal formation, infiltration rate (IR), runoff, and soil loss were evaluated, and the slope factor (S-f) functions for various soils with differing mineralogy were examined. Three different soils, on slopes of 9, 15, 20, and 25%, were subjected to 80 mm of simulated rainfall. The final IR was greater than or equal to 20.5 mm h(-1) in a clayey kaolinitic soil and less than or equal to 15 mm h(-1) in smectitic soils. The total runoff, as a percentage of rainfall, ranged from 24 to 18%, 65 to 43%, and 50 to 35% from the kaolinitic, clayey smectitic, and sandy loam smectitic soils, respectively. The total soil loss ranged from 0.32 to 0.45 and from 1.14 to 3.93 kg m(-2) for the kaolinitic and smectitic soils, respectively. In all three soils, increasing the slope gradient increased the detachment of coarse particles (> 0.1 mm) more sharply than that of small particles (< 0.1 mm), especially in the smectitic soils. Combining these results with previous findings for six soils indicated that soils could be divided into two groups according to their Sf values: ( 1) soils that contained smectite and were therefore dispersive and ( 2) soils that did not contain smectite and were therefore stable. For the former soils the regression S-f = 0.47exp(7.7 sin theta) defined the S-f values significantly, whereas for the latter group a linear regression S-f = 0.81 + 1.77 (sin theta) was required. It was suggested that the difference in the S-f functions was mainly due to seal formation enhancement by the smectite.
引用
收藏
页码:W033031 / W033038
页数:8
相关论文
共 50 条
  • [1] SOIL STRENGTH, SLOPE, AND RAINFALL INTENSITY EFFECTS ON INTERRILL EROSION
    WATSON, DA
    LAFLEN, JM
    [J]. TRANSACTIONS OF THE ASAE, 1986, 29 (01): : 97 - 102
  • [2] Interrill soil erosion and slope steepness factors
    Bradford, JM
    Foster, GR
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1996, 60 (03) : 909 - 915
  • [3] The relationship of soil loss by interrill erosion to slope gradient
    Fox, DM
    Bryan, RB
    [J]. CATENA, 2000, 38 (03) : 211 - 222
  • [4] Magnitude of soil erosion on the northern slope of the Uluguru Mountains, Tanzania: Interrill and rill erosion
    Kimaro, D. N.
    Poesen, J.
    Msanya, B. M.
    Deckers, J. A.
    [J]. CATENA, 2008, 75 (01) : 38 - 44
  • [5] Effects of rainfall intensity and slope gradient on the dynamics of interrill erosion during soil surface sealing
    Assouline, S.
    Ben-Hur, A.
    [J]. CATENA, 2006, 66 (03) : 211 - 220
  • [6] The effect of slope on interrill erosion at short slopes
    Fu, Suhua
    Liu, Baoyuan
    Liu, Heping
    Xu, Li
    [J]. CATENA, 2011, 84 (1-2) : 29 - 34
  • [7] Influence of the soil slope and kinetic energy of simulated precipitation in the interrill erosion process
    Amorim, RSS
    Silva, DD
    Pruski, FF
    Matos, AT
    [J]. SOIL EROSION RESEARCH FOR THE 21ST CENTURY, PROCEEDINGS, 2001, : 155 - 158
  • [8] INFLUENCES OF MULCH RATE AND SLOPE STEEPNESS ON INTERRILL EROSION
    LATTANZI, AR
    MEYER, LD
    BAUMGARDNER, MF
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1974, 38 (06) : 946 - 950
  • [9] SLOPE AND SOIL EROSION
    不详
    [J]. GEOGRAPHICAL JOURNAL, 1938, 91 (03): : 295 - 295
  • [10] EFFECTS OF SOIL TYPE, PLOT CONDITION, AND SLOPE ON RUNOFF AND INTERRILL EROSION OF 2 SOILS IN THE LAKE TAHOE BASIN
    NASLAS, GD
    MILLER, WW
    GIFFORD, GF
    FERNANDEZ, GCJ
    [J]. WATER RESOURCES BULLETIN, 1994, 30 (02): : 319 - 328