期刊文献+

基于ADV的三峡水库瞬时含沙量测量研究 被引量:5

ADV-based measurements of instantaneous suspended sediment concentrations in the Three Gorges Reservoir
原文传递
导出
摘要 利用ADV在三峡水库淤积较为严重的忠县和奉节河段实施含沙量测量,建立了瞬时含沙量的声学反演方法。ADV声波强度信号通常受局部毛刺和高频噪声的影响,提出先用小波分析过滤高频噪声、再用相空间密度法剔除毛刺的声波信号处理方法。实测资料率定表明含沙量和声波强度在双对数坐标系下呈线性关系,其斜率和截距均为泥沙中值粒径的函数,从而得到了瞬时含沙量反演公式。据此计算的泥沙扩散通量与雷诺应力具有较强的正相关性、含沙量标量谱遵循Obukhov-Corrsin的-5/3次方规律,表明本文提出的瞬时含沙量反演方法可行。 Field ADV measurements of suspended sediment concentrations have been taken in the Zhongxian and Fengjie reaches of the Three Gorges Reservoir, which are suffering from serious sediment deposition. From these field data, we have developed an inversion method for instantaneous sediment concentration. ADV acoustic signals are usually contaminated by spikes and high-frequency noises. To despike the signals, this method adopts wavelet analysis to filter out their high-frequency noises, and then processes them using a phase-space density method. Calibration of sediment concentration versus acoustic intensity in double logarithmic coordinates shows a linear relationship whose slope and intercept are both functions of particle diameter, thus providing an inversion formula for instantaneous sediment concentration. Calculations using this formula reveal that turbulent sediment fluxes are closely related to the Reynolds stresses and the scalar spectrums of sediment concentrations follow the Obukhov-Corrsin law of-5/3 power. The results indicate that our new inversion method for instantaneous sediment concentration is feasible and effective.
出处 《水力发电学报》 EI CSCD 北大核心 2015年第11期69-76,共8页 Journal of Hydroelectric Engineering
基金 国家科技支撑计划课题(2011BAB09B01) 交通运输部应用基础研究项目(2014329814310) 国家自然科学基金青年基金项目(51209241)
关键词 瞬时含沙量 声波强度 泥沙粒径 ADV 三峡水库 instantaneous sediment concentration acoustic intensity particle diameter ADV the Three Gorges Reservoir
  • 相关文献

参考文献16

  • 1胡江,杨胜发,王兴奎.三峡水库2003年蓄水以来库区干流泥沙淤积初步分析[J].泥沙研究,2013,38(1):39-44. 被引量:26
  • 2Thorne P D, Hanes D M. A review of acoustic measurement of small-scale sediment processes [J]. Continental Shelf Research, 2002, 22:603-632.
  • 3Ha H K, Hsu W , Maa J P Y, et al. Using ADV backscatter strength for measuring suspended cohesive sediment concentration [J]. Continental Shelf Research, 2009, 29: 1310-1316.
  • 4Kim Y H, Voulgaris G. Estimation of suspended sediment concentration in estuarine environments using acoustic backscatter from an ADCP [J]. Clearwater Beach, FL, in Proceedings of Coastal Sediments, 2003: 1-10.
  • 5Hosseini S A, Shamsai A, Ataie-Ashtiani B. Synchro- nous measurements of the velocity and concentration in low density turbidity currents using an acoustic Doppler velocimeter [J]. Flow Measurement and Instrumentation, 2006, 17: 59-68.
  • 6Merckelbach L M, Ridderinkhof H. Estimating suspended sediment concentration using backscatteran- ce from an acoustic Doppler profiling current meter at a site with strong tidal currents [J]. Ocean Dynamics, 2006, 56(3-4): 153-168.
  • 7Chanson H, Takeuchi M, Trevethan M. Using turbidity and acoustic backscatter intensity as surrogate measures of suspended sediment concentration in a small subtropical estuary [J]. Journal of Environmental Management, 2008, 88: 1406-1416.
  • 8Moura M G, Quaresma v S, Bastos A C, et al. Field observations of SPM using ADV, ADP, and OBS in a shallow estuarine system with low SPM concentration-Vit6ria Bay, SE Brazil [J]. Ocean Dynamics, 2011, 61: 273-283.
  • 9Graf W H, Cellino M. Suspension flows in open channels, experimental study [J]. Journal of Hydraulic Research, 2002, 40(4): 435-447.
  • 10Eli S, Aydin R, Work P A. Estimation of suspended sediment concentration in rivers using acoustic methods [J]. Environmental Monitoring and Assessment, 2009, 159: 255-265.

二级参考文献86

  • 1高建华,汪亚平,王爱军,李占海,杨旸.ADCP在长江口悬沙输运观测中的应用[J].地理研究,2004,23(4):455-462. 被引量:25
  • 2梁栖蓉,黄龄.三峡水库泥沙淤积预估[J].长江科学院院报,1994,11(3):1-8. 被引量:6
  • 3白玉川,许栋,张雪岩.冲积床面上明渠水流湍流特性及其与底层泥沙起动关系的试验研究[J].自然科学进展,2005,15(4):439-445. 被引量:6
  • 4刘志宇,魏皓.黄海潮流底边界层内湍动能耗散率与底应力的估计[J].自然科学进展,2007,17(3):362-369. 被引量:18
  • 5NIELSEN P. Coastal Bottom Boundary Layers and Sediment Transport[M]. Singapore: World Scientific, 1992.
  • 6WRIGHT L D. Benthic boundary layers of estuarine and coastal environments[J]. Reviews in Aquatic Sciences, 1989, 1 (1) : 75-94.
  • 7DORON P, BERTUCCIOI.I L, KATZ J, et al. Turbulence characteristic and dissipation estimates in the coastal ocean bottom boundary layer from PIV data[J]. Journal of Physical Oceanography, 2001, 31(8):2108-2134.
  • 8KIM S C, FRIEDRICHS C T, MAA J P-Y, e[J].t al. Estimating bottom stress in tidal boundary layer from acoustic doppler velocimeter data[J]. Journal of Hydraulic Engineering, 2000, 126: 399-406.
  • 9NIKORA V I, GORING D G. ADV measurements of turbulence: Can we improve their interpretat on? [J].Journal of Hydraulic Engi neering, 1998, 124(60): 630-634.
  • 10MOHRHOLZ V, PRANDLE H, LASS H U. Estimation of the dissipation rates in dense bottom plumes using a pulse coherent acoustic doppler profiler (PC ADP)-Structure function approach[J]. Journal of Marine Systems, 2007, 70:217-239.

共引文献52

同被引文献43

引证文献5

二级引证文献22

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部