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    变化环境下黄土丘陵沟壑区次暴雨输沙模型参数

    Parameters of sediment transport model for individual rainstorm in the Loess Hilly and Gully Region under changing environment

    • 摘要: 气候变化和人类活动加剧了水资源时空分布的变化,使流域暴雨洪水规律更为复杂,因此开展变化环境下的次暴雨计算产流输沙规律研究十分必要。本文以黄土丘陵沟壑区6个典型流域为研究对象,采用径流侵蚀功率、Mann-Kendall 趋势检验和Pettitt 突变点检验法分析6个典型流域1984—2014 年的次暴雨资料的变化特征。结果表明:6个典型流域次洪流量和输沙量总体呈减少趋势;洪峰、沙峰、洪量以及输沙量突变年份集中在1998 和2003年;径流侵蚀功率和输沙模数之间满足幂函数分布,幂指数参数b 能够表征降雨和下垫面因素对流域产沙和输沙的影响,参数b受气候变化和人类活动影响较大。突变前后径流侵蚀功率和输沙模数关系显示:突变前参数b倾向于0.60,突变后参数b 倾向于0.85;因此次暴雨输沙模型中参数b可以作为水土保持防治以及改善水土流失区域生态环境的参考指标。

       

      Abstract: Background Climate change and human activities have intensified the spatial-temporal distribution of water and soil resources, resulting in the laws of watershed runoff-producing and sediment yield more complex, thus the study of the relationship between runoff and sediment transport at individual rainstorm in the changing environment is of great importance. Six watersheds in the Ningxia Hui Autonomous Region (Yuanzhou, Hebao, Huangjiahe, Longde, Pengyang, and Xiazhai), located in the Loess Hilly and Gully Region, were selected as study targets. Methods The data of flood peak, the sediment peak, the flood volume and the sediment load were firstly calculated from the rainstorm data of Year 1984 -2014. The runoff erosion power, the Mann-Kendall trend test and the Pettitt change point test were then used to analyze the characteristics of these hydrological variables in the six typical watersheds.The runoff erosion power was applied to predict the sediment transport modulus. The Mann-Kendall test was mainly applied on the analysis of the trend of flood peak, sediment peak, flood volume and sediment load series, and the Pettitt test was used to analyze the jump year of these series. Results 1) All the flood peak, sediment peak, flood volume and sediment load series of the six typical watersheds in Ningxia presented significant decreasing trends, except for the Hebao watershed. 2) The change points of the flood peak, sediment peak, flood volume and sediment load were all around 1998 and 2003. 3) The relationship between runoff erosion power and sediment transport model was plotted using logarithmic coordinates, and the relationship was well fitted by the power function, indicating that the sediment concentration was predicted by the runoff erosion power. 4) The relationships between the runoff erosion power and the sediment transport modulus were quite different before the change-point and after the change-point. Conclusions In the same basin, the power parameter b of the power function in the two parallel hydrological stations are similar, but parameter b of two series-wound hydrological stations are of slightly larger difference. The power parameter b is also influenced by both climate change and human activities, b is 0.6 before the change-point, and it tends to be 0.85 after the change-point. The runoff erosion power is less than 1 after the change-point, thus the increase of parameter b indicate that the sediment transport modulus decrease under the same runoff erosion power. There are two reasons for the increase of the parameter b after the change-point. One is that climate change leads to the decrease of runoff, and the other reason is human activities have changed the underlying surface of the basin, making the sediment yield decreased more significantly. Therefore, the power parameters b of the rainstorm sediment transport model can be used as a reference index for soil and water conservation and the improvement of regional ecological environment of soil and water loss.

       

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