Evaluation of bed load equations using field measured bed load and bed material load

被引:0
|
作者
Yadav S.M. [1 ]
Yadav V.K. [2 ]
Gilitwala A. [3 ]
机构
[1] Civil Engineering Department, Sardar Vallbhbhai National Institute of Technology, Surat
[2] Civil Engineering Department, Dr. S. S S Ghandhy Government Engineering College, Surat
[3] Department of Civil Engineering, Dr. S S. S. Ghandhy Government Engineering College, Surat
来源
ISH Journal of Hydraulic Engineering | 2021年 / 27卷 / S1期
关键词
Bed load; bed material; bed shear stress; field measurements;
D O I
10.1080/09715010.2019.1594417
中图分类号
学科分类号
摘要
Bed load transport can be determined by direct measurement of bed load being transported by a stream. In India, measurement of bed load is rarely done. In the present study, bed load has been measured by unequal width incremental method using United States Geological Survey (USGS) bed load sampler (Modified-Helley–Smith bed load sampler) and bed material has been measured using scoop type sampler for the Ver stream in Mandvi region of Surat, Gujarat, India. From the field measurements and analysis, it is seen that the Ver stream has dominance of bed load transport with a Rouse number higher than 2.5 for all the selected cross sections. The measured average bed load transport rate is found to be 7.77 t/day. The measured bed load transport rate has been tested using two prominent bed load models. In 1950 Brown proposed the reach averaged approach which was augmented and supported by Recking in 2013. Both Brown's and Recking's reach averaged approaches have been used for computing bed load of Ver stream using particle size of bed load and bed material. Bed load computed using Recking's approach matches well with the observed bed load while Brown's model over-predicted bed load transport rate using bed load particle size. Overall, Recking's reach-averaged approach performs well using bed load particle size and bed material particle size. © 2019 Indian Society for Hydraulics.
引用
下载
收藏
页码:113 / 123
页数:10
相关论文
共 50 条
  • [21] Principle of equivalency of bed structures and bed load motion
    Wang, Zhao-yin
    Zhang, Kang
    INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH, 2012, 27 (03) : 288 - 305
  • [22] Bed load graduation of sandy bed in alluvial river
    Zhang L.
    Zhang H.
    Zhao C.
    1600, International Research and Training Center on Erosion and Sedimentation and China Water and Power Press (48): : 1465 - 1472
  • [23] SAND BED INSTABILITY DUE TO BED LOAD MOTION
    NAKAGAWA, H
    TSUJIMOTO, T
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1980, 106 (12): : 2029 - 2051
  • [24] Perspectives on bed load measurement
    Ergenzinger, P
    De Jong, C
    EROSION AND SEDIMENT TRANSPORT MEASUREMENT IN RIVERS: TECHNOLOGICAL AND METHODOLOGICAL ADVANCES, 2003, (283): : 113 - 125
  • [25] BED-LOAD FUNCTION
    BELTAOS, S
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1976, 102 (01): : 131 - 136
  • [27] Bed-load coefficients
    Pacheco-Ceballos, Raul
    Journal of Hydraulic Engineering, 1992, 118 (10) : 1436 - 1442
  • [28] Formulas for the Transportation of Bed Load
    Zee, Chong-Hung
    Zee, Raymond
    JOURNAL OF HYDRAULIC ENGINEERING, 2017, 143 (04)
  • [29] BED-LOAD COEFFICIENTS
    PACHECOCEBALLOS, R
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (10): : 1436 - 1442
  • [30] BED-LOAD SEDIMENTS
    MOSS, AJ
    SEDIMENTOLOGY, 1972, 18 (3-4) : 159 - +