Statistics of sediment transport in Goodwin Creek

被引:12
|
作者
Kuhnle, RA [1 ]
Willis, JC [1 ]
机构
[1] USDA ARS, Natl Sedimentat Lab, Oxford, MS 38655 USA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1998年 / 124卷 / 11期
关键词
D O I
10.1061/(ASCE)0733-9429(1998)124:11(1109)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sand and gravel transport were sampled in flow rates from just above to several times the critical shear stress of the bed material at two sites on Goodwin Creek, Mississippi. Transport rates representative of the channel cross section were calculated from these samples. The standard deviations of the transport rates were approximately equal to the mean for transport rates grouped by bed shear stress. Normalized probability density functions defined for the transport rates were most closely approximated by a gamma form of the probability function. The probable accuracy in the prediction of the time-averaged transport rate for a given number of measured transport rates can be calculated from this information.
引用
收藏
页码:1109 / 1114
页数:6
相关论文
共 50 条
  • [1] Statistics of sediment transport in Goodwin Creek
    Kuhnle, R.A.
    Willis, J.C.
    [J]. Journal of Hydraulic Engineering, 1998, 124 (11): : 1109 - 1114
  • [2] Effect of land use changes on sediment transport in Goodwin Creek
    Kuhnle, RA
    Bingner, RL
    Foster, GR
    Grissinger, EH
    [J]. WATER RESOURCES RESEARCH, 1996, 32 (10) : 3189 - 3196
  • [3] TOTAL SEDIMENT LOAD CALCULATIONS FOR GOODWIN CREEK
    KUHNLE, RA
    WILLIS, JC
    BOWIE, AJ
    [J]. SEDIMENT TRANSPORT MODELING: PROCEEDINGS OF AN INTERNATIONAL SYMPOSIUM, 1989, : 700 - 705
  • [4] Conservation practice effects on sediment toad in the Goodwin Creek Experimental Watershed
    Kuhnle, R. A.
    Bingner, R. L.
    Alonso, C. V.
    Wilson, C. G.
    Simon, A.
    [J]. JOURNAL OF SOIL AND WATER CONSERVATION, 2008, 63 (06) : 496 - 503
  • [5] Predicting bed load transport of sand and gravel on Goodwin Creek
    Kuhnle, R. A.
    Wren, D. G.
    Langendoen, E. J.
    [J]. JOURNAL OF HYDRO-ENVIRONMENT RESEARCH, 2014, 8 (02) : 153 - 163
  • [6] EVALUATION OF SEDIMENT LOAD REDUCTION BY NATURAL RIPARIAN VEGETATION IN THE GOODWIN CREEK WATERSHED
    Momm, H. G.
    Yasarer, L. M. W.
    Bingner, R. L.
    Wells, R. R.
    Kuhnle, R. A.
    [J]. TRANSACTIONS OF THE ASABE, 2019, 62 (05) : 1325 - 1342
  • [7] Sediment transport through a tidal creek
    Green, Malcolm O.
    Hancock, Nicole J.
    [J]. ESTUARINE COASTAL AND SHELF SCIENCE, 2012, 109 : 116 - 132
  • [8] Analyzing Suspended Sediment Transport in Catalpa Creek
    Steele, James
    Grafe, James
    Ramirez-Avila, John J.
    [J]. WORLD ENVIRONMENTAL AND WATER RESOURCES CONGRESS 2018: INTERNATIONAL PERSPECTIVES, HISTORY AND HERITAGE, EMERGING TECHNOLOGIES, AND STUDENT PAPERS, 2018, : 336 - 347
  • [9] An analysis of energy expenditure in Goodwin Creek
    Molnar, P
    Ramirez, JA
    [J]. WATER RESOURCES RESEARCH, 1998, 34 (07) : 1819 - 1829
  • [10] GOODWIN CREEK CHANNEL MORPHOLOGY AND STABILITY
    GRISSINGER, EH
    MURPHEY, JB
    [J]. SEDIMENT TRANSPORT MODELING: PROCEEDINGS OF AN INTERNATIONAL SYMPOSIUM, 1989, : 542 - 547