DEM-based numerical modelling of runoff and soil erosion processes in the hilly-gully loess regions

被引:21
作者
Yang, Tao [1 ,2 ]
Xu, Chong-yu [3 ]
Zhang, Qiang [4 ]
Yu, Zhongbo [5 ]
Baron, Alexander [2 ]
Wang, Xiaoyan [2 ]
Singh, Vijay P. [6 ]
机构
[1] Chinese Acad Sci, State Key Lab Desert & Oasis Ecol, Xinjiang Inst Ecol & Geog, Urumqi 830011, Xinjiang, Peoples R China
[2] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[3] Univ Oslo, Dept Geosci, N-0316 Oslo, Norway
[4] Sun Yat Sen Univ, Dept Water Resources & Environm, Guangzhou 510275, Guangdong, Peoples R China
[5] Univ Nevada, Dept Geosci, Las Vegas, NV 89154 USA
[6] Texas A&M Univ, Dept Biol & Agr Engn, College Stn, TX 77843 USA
基金
中国国家自然科学基金;
关键词
Hilly-gully loess region; The Yellow River; High sediment concentration; Runoff; Soil erosion processes; DEM-based model; Parameter sensitivity analysis; WATER EROSION; CHINA; PLATEAU; UNCERTAINTY; PREDICTION; DEPOSITION;
D O I
10.1007/s00477-011-0515-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
For sake of improving our current understanding on soil erosion processes in the hilly-gully loess regions of the middle Yellow River basin in China, a digital elevation model (DEM)-based runoff and sediment processes simulating model was developed. Infiltration excess runoff theory was used to describe the runoff generation process while a kinematic wave equation was solved using the finite-difference technique to simulate concentration processes on hillslopes. The soil erosion processes were modelled using the particular characteristics of loess slope, gully slope, and groove to characterize the unique features of steep hillslopes and a large variety of gullies based on a number of experiments. The constructed model was calibrated and verified in the Chabagou catchment, located in the middle Yellow River of China and dominated by an extreme soil-erosion rate. Moreover, spatio-temporal characterization of the soil erosion processes in small catchments and in-depth analysis between discharge and sediment concentration for the hyper-concentrated flows were addressed in detail. Thereafter, the calibrated model was applied to the Xingzihe catchment, which is dominated by similar soil erosion processes in the Yellow River basin. Results indicate that the model is capable of simulating runoff and soil erosion processes in such hilly-gully loess regions. The developed model are expected to contribute to further understanding of runoff generation and soil erosion processes in small catchments characterized by steep hillslopes, a large variety of gullies, and hyper-concentrated flow, and will be beneficial to water and soil conservation planning and management for catchments dealing with serious water and soil loss in the Loess Plateau.
引用
收藏
页码:581 / 597
页数:17
相关论文
共 35 条
  • [1] BEASLEY DB, 1980, T ASAE, V23, P938, DOI 10.13031/2013.34692
  • [2] Optimization of interpolation parameters when deriving DEM from contour lines
    Bek, Stanislav
    Jezek, Josef
    [J]. STOCHASTIC ENVIRONMENTAL RESEARCH AND RISK ASSESSMENT, 2011, 25 (08) : 1049 - 1055
  • [3] PROPHECY, REALITY AND UNCERTAINTY IN DISTRIBUTED HYDROLOGICAL MODELING
    BEVEN, K
    [J]. ADVANCES IN WATER RESOURCES, 1993, 16 (01) : 41 - 51
  • [4] THE FUTURE OF DISTRIBUTED MODELS - MODEL CALIBRATION AND UNCERTAINTY PREDICTION
    BEVEN, K
    BINLEY, A
    [J]. HYDROLOGICAL PROCESSES, 1992, 6 (03) : 279 - 298
  • [5] *BREST CAS, 1992, DEV COMPR TREATM SMA
  • [6] Cai Q.G., 1996, ACTA GEOGR SINCA, V51, P108
  • [7] Cai QG, 1998, SEDIMENT YIELD MODEL
  • [8] Simulation of sediment yield from watershed by physiographic soil erosion-deposition model
    Chen, Ching-Nuo
    Tsai, Chih-Heng
    Tsai, Chang-Tai
    [J]. JOURNAL OF HYDROLOGY, 2006, 327 (3-4) : 293 - 303
  • [9] Land-use change in a small catchment of northern Loess Plateau, China
    Chen, LD
    Wang, J
    Fu, BJ
    Qiu, Y
    [J]. AGRICULTURE ECOSYSTEMS & ENVIRONMENT, 2001, 86 (02) : 163 - 172
  • [10] DeRoo APJ, 1996, HYDROL PROCESS, V10, P1107, DOI 10.1002/(SICI)1099-1085(199608)10:8<1107::AID-HYP415>3.0.CO