无定河流域的人工沉积汇及其 对泥沙输移比的影响
收稿日期: 2009-09-21
修回日期: 2009-10-12
网络出版日期: 2010-03-20
基金资助
国家自然科学基金资助项目(40671019)、中国科学院地理科学与资源研究所领域前沿三期创新项目
Effect of artificial sediment sinks on sediment delivery ratio: An example from the Wudinghe River, China
Received date: 2009-09-21
Revised date: 2009-10-12
Online published: 2010-03-20
依据1956~1996年的资料,计算出了无定河流域历年的人工沉积汇、侵蚀量、泥沙输移比,进行了时间序列分析,并运用回归分析方法,建立了统计关系,揭示了无定河流域人工沉积汇对泥沙输移比的影响。研究表明,无定河流域侵蚀量和产沙量有明显的减小趋势;人工沉积汇先是增大,达到峰值后再减小;泥沙输移比先减小而后增大。这说明,无定河泥沙输移比的时间变化趋势,主要受人工沉积汇的控制。建立的多元回归方程表明,坝地面积增大对流域泥沙输移比减小的贡献最大;地表径流系数减小对流域泥沙输移比减小的贡献居第二位;在3个降水因子中,最大30日降水的贡献最大,汛期降水次之,最大1日降水再次之。在坡面措施和沟道措施中,沟道措施对流域泥沙输移比减小的影响要大于坡面措施。
许炯心 . 无定河流域的人工沉积汇及其 对泥沙输移比的影响[J]. 地理研究, 2010 , 29(3) : 397 -407 . DOI: 10.11821/yj2010030002
As an important measure to reduce the sediment entering the Yellow River, a great number of reservoirs and check-dams have been built in the Wudinghe River basin, trapping huge amount of sediment. As a result, artificial sediment sink formed, which greatly reduced sediment delivery ratio of the river. The influence of artificial sediment sink on sediment delivery ratio is an important issue in fluvial geomorphology, but so far there has been little research devoted to this issue. Based on data from 1956 to 1996 in the Wudinghe River basin, artificial sediment sink, erosion amount and sediment delivery ratio (SDR) have been calculated, temporal variation in these variables has been analyzed, and multiple regression equations have been established. These results show that (1) sediment yield and erosion amount decreased; (2) artificial sediment sink increased to a peak and then decreased; (3) SDR decreased to a minimum and then increased. This indicates that the temporal variation in SDR is mainly controlled by the variation in artificial sediment sink. To reveal quantitatively how the water and soil conservation measures and other factors influence sediment delivery ratio, multiple regression analysis has been conducted. The multiple regression equation shows that SDR increases with the increases in high-flow season precipitation (P6-9), the annual maximum 1-day rain amount (P1), the annual maximum 30-day cumulative rain amount (P30), and the runoff to precipitation ratio (Cr), but decreases with the increases in the areas of land terracing, tree and grass planting (Atfg) and the area of land created by check-dams (Ac). The increase in Ac makes the largest contribution to the decrease in SDR, and the decrease in Cr makes the second contribution. Among the three indices of precipitation, P30 makes the largest contribution, P6-9 the second and P1 the third. In two types of soil-water conservation measures, the effect of Ac on SDR is much larger than that of Atfg.
[1] Dietrich W E, Dunne T. Sediment budget for a small catchment in mountainous terrain. Zeitschrift fur Geomorphologie, 1978, 29: 191~205.
[2] Swanson F J, Janda R J, Dunne T, et al(eds). Sediment Budget and Routing in Forested Drainage Basins. US Forest Service Genearl Technical Report PNW-141, 1982.
[3] Trimble S W. Changes in sediment storage in Coon Creek Basin, Driftless Area, Wisconsin, 1853-1975. Science, 1981, 214:181~183.
[4] Walling D E. The sediment delivery problem. Journal of Hydrology, 1983, 65: 209~237.
[5] 蔡强国,范昊明. 泥沙输移比影响因子及其关系模型研究现状与评述. 地理科学进展,2004,23(5):1~8.
[6] 牟金泽,孟庆枚. 流域产沙量计算中的流域泥沙输移比. 泥沙研究,1982,(1):60~65.
[7] 景可. 黄土高原泥沙输移比研究. 见:陈永宗等主编,黄河粗泥沙来源及侵蚀产沙机理研究文集. 北京:水利电力出版社,1989,14~26.
[8] 王协康,敖汝庄,喻国梁. 泥沙输移比问题的分析研究. 四川水力发电,1999,18(2):16~20.
[9] 许炯心,孙季.水土保持措施对流域泥沙输移比的影响. 水科学进展,2004, 15(1): 29~34
[10] 王玲玲,姚文艺,刘兰玉,等. 我国流域泥沙输移比研究. 人民黄河,2008, 30(9):36~37.
[11] 孙厚才,李青云. 应用分形原理建立小流域泥沙输移比模型.人民长江,2004,35(3): 12~15.
[12] 刘纪根,蔡强国,张平仓. 岔巴沟流域泥沙输移比时空分异特征及影响因素. 水土保持通报,2007,27(5):6~10.
[13] 陈浩, 方海燕, 蔡强国,等. 黄河中游的侵蚀环境与植被恢复前景. 地理研究,2007,26(4):735~744.
[14] 王随继. 无定河流域不同地貌区水沙过程对比. 地理研究,2007,26(3):508~515.
[15] 师长兴. 风力侵蚀对无定河流域产沙作用定量分析. 地理研究,2006,25(2):508~515.
[16] 张经济,冀文慧,冯晓东. 无定河流域水沙变化现状、成因和发展趋势研究. 见:汪岗,范昭(主编),黄河水沙变化研究,第2卷. 郑州:黄河水利出版社,2003,393~429.
[17] 戴明英,阎蕾,无定河水沙变化的分析研究. 见:汪岗,范昭(主编),黄河水沙变化研究,第1卷(上册). 郑州:黄河水利出版社,2003: 665~688.
[18] 惠养瑜,冀文慧,同新奇. 无定河、延河、清涧河水沙变化及其发展与其预测.见:汪岗, 范昭(主编),黄河水沙变化研究,第一卷(下册).郑州:黄河水利出版社,2002,698~716.
[19] 许炯心. 人类活动对黄河中游高含沙水流的影响. 地理科学,2002,22(3):294~299.
/
| 〈 |
|
〉 |