Investigation of Headcut Erosion in Cohesive Soils

被引:2
|
作者
Ashourian, Masoumeh [1 ]
Shafai-Bejestan, Mahmood [2 ]
Babazadeh, Hossein [1 ]
机构
[1] Islamic Azad Univ, Sci & Res Branch, Dept Water Sci & Engn, Tehran, Iran
[2] Shahid Chamran Univ Ahvaz, Fac Water Sci Engn, Ahvaz, Iran
关键词
cohesive soil; headcut erosion; river; sediment; KNICKPOINT; EVOLUTION;
D O I
10.1134/S0097807818010049
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Headcut, known as knickpoint migration too, is developed due to sudden change in channel bed followed by bed scour and erosion which progressing upstream. The results are the downstream morphological change and transporting massive sediment to the downstream reservoir. Most of the past studies focus on non-cohesive soils, although many problems occur because of cohesive soils. In this study, 10 different samples of cohesive soils in long term consolidation with different composition of silt and clay were tested under different circumstances of waterfall height and flow velocity to investigate the neck migration rate and the sediment yield. Tests were continued to reach a constant migration rate. One of the effective phenomena in all tests was tensional cracks on soil surface. The size and number of these cracks have inverse relation with percent of clay. Because of these cracks, massive erosion occurs at the beginning of all tests. By reducing percent of clay, headcut, waterfall height and sediment yield were increased and by reducing waterfall height and flow velocity these parameters were reduced. In lower percent of clay, headcut erosion will occur quickly with more slants. Caving phenomenon was not observed in any tests and massive erosion rate was more quickly.
引用
收藏
页码:69 / 78
页数:10
相关论文
共 50 条
  • [1] Investigation of Headcut Erosion in Cohesive Soils
    Masoumeh Ashourian
    Mahmood Shafai-Bejestan
    Hossein Babazadeh
    [J]. Water Resources, 2018, 45 : 69 - 78
  • [2] Experimental study of headcut erosion in cohesive soils under different consolidation types and hydraulic parameters
    Babazadeh, Hossein
    Ashourian, Masoumeh
    Shafai-Bajestan, Mahmood
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (12)
  • [3] Experimental study of headcut erosion in cohesive soils under different consolidation types and hydraulic parameters
    Hossein Babazadeh
    Masoumeh Ashourian
    Mahmood Shafai-Bajestan
    [J]. Environmental Earth Sciences, 2017, 76
  • [4] EROSION OF COHESIVE SOILS
    RAUDKIVI, AJ
    TAN, SK
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 1984, 22 (04) : 217 - 233
  • [5] EROSION OF COHESIVE SOILS
    LAMBERMONT, J
    LEBON, G
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 1978, 16 (01) : 27 - 44
  • [6] EROSION RESISTANCE OF COHESIVE SOILS
    Kelly, William E.
    [J]. 1981, 107 (10): : 1211 - 1224
  • [7] EROSION RATES OF COHESIVE SOILS
    ARIATHURAI, R
    ARULANANDAN, K
    [J]. JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1978, 104 (02): : 279 - 283
  • [8] EROSION RESISTANCE OF COHESIVE SOILS
    KELLY, WE
    GULARTE, RC
    [J]. JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1981, 107 (10): : 1211 - 1224
  • [9] Erosion resistance of cohesive soils
    Mostafa, Tarek Salaheldin
    Imran, Jasim
    Chaudhry, M. Hanif
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2008, 46 (06) : 777 - 787
  • [10] Erosion and filtration of cohesive soils
    Locke, M
    Indraratna, BN
    Adikari, G
    [J]. FILTERS AND DRAINAGE IN GEOTECHNICAL AND ENVIRONMENTAL ENGINEERING, 2000, : 175 - 182