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不同时间尺度孤山川流域水沙关系变化及驱动因素
引用本文:姜泓旭,田鹏,穆兴民,赵广举,胡晋飞,连秋晗,张红.不同时间尺度孤山川流域水沙关系变化及驱动因素[J].水土保持学报,2020,34(2):86-92,215.
作者姓名:姜泓旭  田鹏  穆兴民  赵广举  胡晋飞  连秋晗  张红
作者单位:1. 西北农林科技大学水土保持研究所, 陕西 杨凌 712100;2. 西北农林科技大学资源与环境学院, 陕西 杨凌 712100;3. 中国科学院水利部水土保持研究所, 陕西 杨凌 712100
基金项目:科技基础资源调查专项(2017FY100904);国家自然科学基金青年基金项目(51509206)
摘    要:以黄土高原孤山川流域为研究区,采用Mann-Kendall趋势检验和Pettitt突变检验分析年际尺度水沙变化趋势和突变年份。结果表明:孤山川径流量和输沙量于1965—2014年呈现极显著减少趋势(p<0.01),突变年份为1979年和1996年,据此将研究时段划分为基准期(1965—1979年)、过渡期(1980—1996年)和效益期(1997—2014年)。同基准期相比,过渡期年均径流深和输沙模数分别减少34.11 mm和401.48t/km^2,效益期减少65.05mm和213.09t/km^2。径流深低于10mm时,水沙关系较为离散;高于该值时,水沙关系变化相对稳定。过渡期人类活动的减水减沙贡献率分别为79.12%和86.45%,效益期人类活动减水减沙贡献率分别为86.45%和87.45%。

关 键 词:水沙关系  孤山川  场次降雨事件  水土保持措施  驱动因素
收稿时间:2019/9/2 0:00:00

Variation and Driving Factor of Flow-sediment Relationship in Gushanchuan River Basin at Different Time Scales
JIANG Hongxu,TIAN Peng,MU Xingmin,ZHAO Guangju,HU Jinfei,LIAN Qiuhan,ZHANG Hong.Variation and Driving Factor of Flow-sediment Relationship in Gushanchuan River Basin at Different Time Scales[J].Journal of Soil and Water Conservation,2020,34(2):86-92,215.
Authors:JIANG Hongxu  TIAN Peng  MU Xingmin  ZHAO Guangju  HU Jinfei  LIAN Qiuhan  ZHANG Hong
Institution:1. Institute of Soil and Water Conservation, Northwest A & F University, Yangling, Shaanxi 712100;2. College of Resource and Environment, Northwest A & F University, Yangling, Shaanxi 712100;3. Institute of Soil and Water Conservation, Chinese Academy of Sciences & Ministry of Water Resources, Yangling, Shaanxi 712100
Abstract:The Gushanchuan Basin of the Loess Plateau was selected as the study area. The interannual variation of flow-sediment relationship and the mutation year were analyzed using the Mann-Kendall and the Pettitt test. The results of the runoff and sediment yield of Gushanchuan showed a significant decrease trend (p<0.01) from 1965 to 2014, and the mutation year was 1979 and 1996, according to which the study period was divided into the reference period (1965-1979), the transition period (1980-1996), and the benefit period (1997-2014). Compared with the reference period, the average annual runoff depth and sediment modulus decreased by 34.11 mm and 401.48 t/km2 in the transition period, respectively, and decreased by 65.05 mm and 213.09 t/km2 in the benefit period. When the runoff depth was less than 10 mm, the flow-sediment relationship was discrete. When the runoff depth was more than 10 mm, the flow-sediment relationship was relatively stable. The contribution rates of human activities for runoff and sediment reduction during the transition period were 79.12% and 86.45%, and the contribution increased to 86.45% and 87.45% in benefit period, respectively.
Keywords:flow-sediment relationship  Gushanchuan river basin  rainfall event  soil and water conservation measures  driving factors
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