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
收藏
页码:113 / 123
页数:10
相关论文
共 50 条
  • [1] Discussion of ‘evaluation of bed load equations using field-measured bed load and bed material load by Sanjaykumar Madhusudan Yadav, Vipin Kumar Yadav, and Anurag Gilitwala
    Barati, Reza
    Salehi Neyshabouri, Seyed Ali Akbar
    [J]. ISH Journal of Hydraulic Engineering, 2021, 27 (S1) : 635 - 637
  • [2] UNIFIED VIEW OF WASH LOAD AND BED MATERIAL LOAD
    PARTHENIADES, E
    [J]. JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1977, 103 (09): : 1037 - 1057
  • [3] Calculation of bed load based on the measured data of suspended load
    Chang-Tai Tsai
    Chih-Heng Tsai
    Chun-Hung Weng
    Jinn-Jong Bair
    Ching-Nuo Chen
    [J]. Paddy and Water Environment, 2010, 8 : 371 - 384
  • [4] Calculation of bed load based on the measured data of suspended load
    Tsai, Chang-Tai
    Tsai, Chih-Heng
    Weng, Chun-Hung
    Bair, Jinn-Jong
    Chen, Ching-Nuo
    [J]. PADDY AND WATER ENVIRONMENT, 2010, 8 (04) : 371 - 384
  • [5] Event bed load yield measurement with load cell bed load traps and prediction of bed load yield from hydrograph shape
    Sear, DA
    [J]. EROSION AND SEDIMENT TRANSPORT MEASUREMENT IN RIVERS: TECHNOLOGICAL AND METHODOLOGICAL ADVANCES, 2003, (283): : 146 - 153
  • [6] Revised Equations of Total Bed Material Load for Rivers in Malaysia
    Harun, M. A.
    Ab Ghani, A.
    [J]. PROCEEDINGS OF THE 1ST INTERNATIONAL CONFERENCE ON DAM SAFETY MANAGEMENT AND ENGINEERING, ICDSME 2019, 2020, : 332 - 340
  • [7] Wash load and bed-material load transport in the Yellow River
    Yang, CT
    Simoes, FJM
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2005, 131 (05) : 413 - 418
  • [8] Bed form dynamics and bed load transport
    Alekseevskiy, NI
    [J]. PROCEEDINGS OF THE NINTH INTERNATIONAL SYMPOSIUM ON RIVER SEDIMENTATION, VOLS 1-4, 2004, : 1301 - 1304
  • [9] Bed load transport by bed form migration
    Aberle, Jochen
    Coleman, Stephen E.
    Nikora, Vladimir I.
    [J]. ACTA GEOPHYSICA, 2012, 60 (06) : 1720 - 1743
  • [10] BED LOAD SAMPLER FOR STREAMS WITH SANDY BED
    RACOTCH, A
    SAGI, R
    [J]. JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1977, 103 (08): : 923 - 928