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上方来沙对崩积体细沟形态及径流挟沙力的影响研究

批准号:
42107353
项目类别:
青年科学基金项目(C类)
资助金额:
30.0 万元
负责人:
李力
学科分类:
土壤侵蚀与土壤肥力
结题年份:
2024
批准年份:
2021
项目状态:
已结题
项目参与者:
李力

项目摘要

结项摘要

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中文摘要
崩积体细沟侵蚀是崩岗输出泥沙的重要来源。径流挟沙力是土壤侵蚀过程模型中区分土壤分离和泥沙沉积过程的核心参数。现有崩积体细沟径流挟沙力研究多采用清水冲刷非可蚀性细沟的试验方式,无法准确揭示上方来沙及其驱动下细沟形态变化特征对径流挟沙力的影响效应。本项目拟通过不同坡度、流量、坡长和上方来沙负荷条件下的放水冲刷试验,就上方来沙对崩积体细沟形态及径流挟沙力的影响展开研究。分析上方来沙作用下细沟形态变化规律,明确上方来沙在细沟形态变化过程中的作用;研究上方来沙作用下细沟侵蚀产沙特征,揭示上方来沙和细沟形态对崩积体细沟侵蚀产沙过程的影响效应,阐明上方来沙作用下细沟形态变化和侵蚀产沙过程的反馈机制;计算径流挟沙力,探究上方来沙及其驱动的细沟形态变化对径流挟沙力的影响机制,建立崩积体细沟径流挟沙力模拟公式。研究结果以期为构建崩岗区域侵蚀、泥沙迁移模型,明确崩岗水土保持综合治理的重点,提供科学依据。
英文摘要
Rill erosion on colluvial deposit slope is the major sediment source of Benggang. Sediment transport capacity is the key parameter to differentiate soil detachment and sediment deposition processes, and its accurate estimation is critical for improving process-based erosion models. Most recent studies regarding sediment transport capacity of rill flow on colluvial deposit slope were conducted by generating sediment-free flow on non-erodible rills, the influences of upslope sediment load and temporal changes of rill morphology on sediment transport capacity therefore are unclear. This study aims to investigate the influences of upslope sediment load on rill morphology and sediment transport capacity of colluvial deposit slope, by generating runoff under treatments of different slope gradients, rill lengths, flow rates, and upslope sediment loads. The objectives of this study are to: (1) highlight the role that upslope sediment load plays in the rill morphological evolution processes, by comparing the changes of rill morphology under clean water and upslope sediment load treatments; (2) reveal the feedback between rill morphological evolution and rill erosion processes, by studying on the responses of rill erosion to upslope sediment load and rill morphology; (3) investigate the influences of upslope sediment load and rill morphology on sediment transport capacity of colluvial deposit slope, and develop empirical relationships to estimate sediment transport capacity by incorporating the effect of upslope sediment load. The results of this study would benefit the development of erosion and sediment transport models, and the selection of erosion control practices in Benggang area.
径流挟沙力是土壤侵蚀过程模型中区分土壤分离和泥沙沉积过程的核心参数。开展细沟径流挟沙力研究对深入理解土壤侵蚀过程、构建侵蚀过程模型具有重要意义。崩积体是崩壁坍塌时下方形成的典型土石混合松散堆积体。本项目以放水冲刷试验为主要手段,以上方来沙为切入点,以细沟形态变化为出发点,以细沟侵蚀产沙及挟沙过程为主线,研究上方来沙对细沟径流挟沙力的影响,进一步研究了不同措施下的堆积体坡面细沟发育和演变特征及侵蚀产沙过程。研究结果表明,1)不考虑坡度修正,计算的坡面粗糙度包括地表微地形引起的高程变化和由坡度引起的坡面高程系统变化,因此从地表粗糙度及其时空变化评估的角度,开展粗糙度估算须考虑坡度修正;2)分析了不同细沟长度(2m、4m、6m和8m)、放水流量(5.8L/min和8.5L/min)、上方来沙负荷(0,8g/s和22g/s)条件下坡度为10%的细沟宽度、流速和泥沙含量变化特征。清水条件下,细沟宽度、流速和径流泥沙含量呈递减趋势。上方来沙条件下,细沟宽度、流速和径流泥沙含量呈递增趋势。径流挟沙力随流量增大而增大,上方来沙导致泥沙沉积,引起下垫面光滑化,导致径流输出泥沙含量增大;3)径流水流功率是预测堆积体坡面产沙速率最佳水动力参数。土壤容重增加增大了临界径流水流功率,坡脚拦挡措施降低了径流水流功率,抑制了堆积体坡面细沟发育和坡面侵蚀产沙。不同植被茎杆直径差异导致了堆积体坡面有效径流剪切力差异,造成了坡面侵蚀产沙差异;4)含砾石坡面上,汇流路径长度、曲率、坡面相对粗糙度和泥沙连通度可预测坡面侵蚀产沙,其中径流路径曲率是最优参数。研究结果深化了土石混合松散堆积体坡面细沟发育、侵蚀和挟沙过程的认识,可为崩积体侵蚀防控提供科学支撑。
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