Uncertainty assessment of soil erosion model using particle filtering

被引:1
作者
Kim, Yeonsu [1 ]
Lee, Giha [2 ]
An, Hyunuk [3 ]
Yang, Jae E. [4 ]
机构
[1] Chungnam Natl Univ, Int Water Resources Res Inst, Daejeon 305764, South Korea
[2] Kyungpook Natl Univ, Dept Construct & Disaster Prevent Engn, Sangju 742711, South Korea
[3] Chungnam Natl Univ, Dept Agr & Rural Engn, Daejeon 305764, South Korea
[4] Kangwon Natl Univ, Dept Environm Biol, Chunchon 200701, South Korea
关键词
Data assimilation; Particle filter; Soil erosion modeling; Parameter estimation; Time variant parameter; Mountainous catchment; DATA ASSIMILATION; CALIBRATION; PREDICTION;
D O I
10.1007/s11629-014-3408-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Recent advances in computer with geographic information system (GIS) technologies have allowed modelers to develop physics-based models for modeling soil erosion processes in time and space. However, it has been widely recognized that the effect of uncertainties on model predictions may be more significant when modelers apply such models for their own modeling purposes. Sources of uncertainty involved in modeling include data, model structural, and parameter uncertainty. To deal with the uncertain parameters of a catchment-scale soil erosion model (CSEM) and assess simulation uncertainties in soil erosion, particle filtering modeling (PF) is introduced in the CSEM. The proposed method, CSEM-PF, estimates parameters of non-linear and non-Gaussian systems, such as a physics-based soil erosion model by assimilating observation data such as discharge and sediment discharge sequences at outlets. PF provides timevarying feasible parameter sets as well as uncertainty bounds of outputs while traditional automatic calibration techniques result in a time-invariant global optimal parameter set. CSEM-PF was applied to a small mountainous catchment of the Yongdam dam in Korea for soil erosion modeling and uncertainty assessment for three historical typhoon events. Finally, the most optimal parameter sets and uncertainty bounds of simulation of both discharge and sediment discharge at each time step of the study events are provided.
引用
收藏
页码:828 / 840
页数:13
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