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纸质出版日期:2011,
网络出版日期:2011-1-25,
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程伟平,陈一帆.基于先验信息的河流糙率广义反演方法[J].工程科学与技术,2011,43(3):26-32.
A River Roughness Calibration Model Based on Prior Information[J]. Advanced Engineering Sciences, 2011,43(3):26-32.
中文摘要: 在河流糙率反演过程中,由于水文观测信息比较稀缺,一般都是欠定或混定模型,容易由于观测噪声造成反演计算不稳定或反演结果偏离实践经验较大的问题。针对该问题,以糙率估计值作为正则化条件,构造了一个兼顾水文观测信息和糙率经验信息的反演模型,用来改善反演结果合理性、提高数值计算稳定性。应用河网数值仿真和实例分析了模型的数值稳定性、解的唯一性和结果可靠性等特征。结果表明:基于先验信息的河流糙率广义反演方法,能够有效地进行河流糙率的率定,较好地解决了信息量不足所引起的数值稳定性问题,且率定结果接近真实解。
Abstract:Due to the lack of hydrological information
the river roughness calibration algorithm usually is unstable
and the calibrated roughness may deviate from the true value seriously. In order to treat this problem
a model
which utilized the prior information to regularize the under-determinate inverse problem
was proposed. The method could improve the stability and reliability of inverse solution. In this inverse model
both the error minimization and the empirical information were took account of. A river network case was used to test the effectiveness of the model. Its numerical stability
uniqueness of solution and reliability of results were discussed. At last
this model was applied in the real case of creek Kootenai. The result of these cases showed that the present model can calibrate river roughness effectively with high numerical stability and reliable results.
河流糙率先验信息反演模型
river roughnessprior informationinverse model
李光炽;周晶晏;张贵寿.用卡尔曼滤波求解河道糙率参数反问题[J].河海大学学报(自然科学版),2003(5)
董文军,姜亨余.-维水流方程中曼宁糙率的参数辨识[J].天津大学学报,2001(2)
董文军;杨则粲.一维圣维南非常的反问题研究与计算方法[J].水利学报,2002(9)
Khatibi R H;Wormaleaton P R;Williams J J R,Parameter quality conditions in open-channel inverse problems,Journal of Hydraulic Research,1995(6).
Georges D,Nonlinear model identification and state observer design for water distribution systems,Coventry,UK:IEEE,1994.
A. M. Wasantha Lal,Calibration of Riverbed Roughness,Journal of Hydraulic Engineering ,1995, 121(9).
金忠青;韩龙喜;张健,复杂河网的水力计算及参数反问题,水动力学研究与进展a辑,1998(3).
蔡晓鸣,王连祥,关于-维河床糙率的计算程序,水利学报,1988.
Fread D L;Smith G F,Calibration techniques for 1-D unsteady flow models,Journal of Hydraulic Engineering Division ASCE,1977(7).
Yeh W W G;Becker L,Linear programming and channel flow identification,Journal of Hydraulic Engineering Division ASCE,1973(11).
BECKER L;YEH W W G,Identification of multiple reach channel parameters,Water Resources Research
Berenbrrock C;Bennett J P,Simulation of flow and sediment transport in the white sturgeon spawning habitat of the Kootenai River near Bonners Ferry,Idaho,U.S:Department of the Interior,2005.
Adlul Islam ;Raghuwanshi, N S ;Singh, R ;Sen, D J,Comparison of gradually varied flow computation algorithms for open-channel network.,Journal of Irrigation and Drainage Engineering ,2005, 131(5).
张潮;毛根海;张土乔.基于BP-Bayesian方法的河网糙率反演[J].江苏大学学报(自然科学版),2008(1)
程伟平;刘国华.基于广义逆理论的河网糙率反演研究[J].浙江大学学报(工学版),2005(10)
Khatibi R H;Williams J J R;Wormaleaton P R,Identification problem of open channel friction parameters,Journal of Hydraulic Enginering,1997(12).
Khatibi R H;Williams J J R;Wormaleaton P R,Predict parameters for flows in nearly flat tidal channels,Journal of Hydraulic Enginering,2000(10).
Khatibi R H,Sample size determination in open channel inverse problems,Journal of Hydraulic Enginering,2001.
BECKER L;YEH W W G,Identification of parameters in unsteady open channel flows,Water Resources Research
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