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1.
黄土丘陵区土壤侵蚀链垂直带水沙流空间分布   总被引:4,自引:0,他引:4       下载免费PDF全文
采用多坡段组合模型、人工模拟降雨实验研究了土壤侵蚀链垂直带水沙流空间分布变化特征。结果表明:愈向下坡方向的坡段产流量愈大,单位面积、单位时间的产流量按坡段排列为:谷坡>梁峁坡下部>梁峁坡中部>梁峁坡上部。雨强为29.7mm/h时,坡面上没有沟蚀发育;雨强为60.5mm/h时,细沟主要分布在梁峁坡下部和谷坡处;雨强为90 2mm/h时,各种侵蚀形态在坡面均有较好发育,细沟的出现部位一直伸展到梁峁坡中部和上部之间。由于上坡来水来沙的作用,梁峁坡的产沙量增大了20.2%~63.5%,谷坡的产沙量增大了42.9%~74.5%。  相似文献   

2.
西南喀斯特区土层浅薄、成土速率低等特点决定了其允许土壤流失量小,土壤一旦流失,极难恢复,土壤侵蚀及其造成的石漠化现象已成为制约该区可持续发展最严重的生态环境问题。文章首先明晰西南喀斯特区土壤侵蚀特征,从坡面、小流域和区域三个尺度上系统概括西南喀斯特区土壤侵蚀的相关研究进展。针对当前喀斯特区土壤侵蚀研究野外径流小区、小流域及区域空间尺度数据缺少和相关研究模型限制性强等不足,建议从不同尺度深入研究喀斯特区土壤侵蚀发生发展规律及时空演化格局,并结合高新遥感、地球物理探测技术及模型,同步监测坡面—小流域—区域土壤流失,对土壤侵蚀进行定量评估,结合不同空间尺度土壤侵蚀特征构建系统性水土保持生态恢复治理模式和监测系统评价体系。   相似文献   

3.
喀斯特裸坡土壤侵蚀模拟研究   总被引:4,自引:0,他引:4  
刘正堂  戴全厚  杨智 《中国岩溶》2014,33(3):356-362
文章通过人工模拟降雨试验,研究不同地下孔(裂)隙度、基岩裸露率和雨强对地表、地下产流、产沙的影响,其结果表明:(1)土壤侵蚀与地下孔(裂)隙度具有较高相关性,地表产流、产沙随地下孔(裂)隙度的增大而减小,而地下则相反;(2)坡面径流刚产生时,雨滴击溅和薄层水流冲刷,土壤细小颗粒堵塞其毛管空隙,渗漏率减小,而地表径流量增大,土壤团聚体被破坏、分散和迁移,降水与土壤渗漏率增大,地表径流量减小,雨滴击溅增强,如此循环,降水与土壤渗漏率呈波动性变化;总体而言,地表、地下悬移质均随降雨历时呈下降趋势,而地表推移质则相反,地表、地下产流量变幅较小,趋于平行;(3)地表产流、产沙量随基岩裸露率增大呈波动性变化,总体呈下降趋势;而地下产流、产沙量随基岩裸露率增大呈波动性变化,总体呈增大趋势;(4)在较小雨强30 mm/h时,地表只产生悬移质流失,没有产生推移质流失;地表、地下产流、产沙都是随雨强增大而增大;雨强由30 mm/h增大到150 mm/h,地表累积产流量为538.5 L,累积产沙量为2 393.81 g,地下累积产流量为207.8 L,累积产沙量为687.73 g,累积产沙量的递增速率比累积产流量的递增速率要大,地表产流、产沙的递增速率大于地下产流、产沙的递增速率;(5)各因子与土壤侵蚀间相关程度为:降雨历时>雨强>地下孔(裂)隙度>基岩裸露率。该实验有助于为喀斯特地区的水土流失研究、评价及制订石漠化治理措施提供理论依据。   相似文献   

4.
坡面流速及侵蚀产沙空间变异性试验   总被引:4,自引:0,他引:4       下载免费PDF全文
在野外放水试验条件下,利用染色法和侵蚀针法分别观测坡面流速和侵蚀产沙空间变异性。结果表明,坡面各横向断面的流速与距坡顶距离之间呈正相关,且相关性随流量增大逐渐变得显著,纵向断面流速的变异程度明显强于横向断面。总体上,上、下坡位侵蚀程度较重,而中坡位最轻;小流量时沉积作用明显,大流量时距坡顶0~2 m范围为净侵蚀区;各坡段侵蚀量与其距坡顶距离之间呈负相关;发生泥沙沉积部位随流量增大逐渐下移,细沟侵蚀量占坡面总侵蚀量的比例随流量增大不断增加。试验条件下流速为0.30 m/s时,细沟侵蚀产沙大于细沟间侵蚀,且坡面侵蚀量迅速增大。随流量增大,流速和侵蚀产沙量呈增大趋势;但在流量较大时,坡面各坡位侵蚀量与流速呈负相关,这可能与坡面中下部位粗颗粒泥沙沉积以及含沙水流的挟沙能力基本达到饱和有关。  相似文献   

5.
黄土丘陵区堆积体边坡对上方来水的侵蚀响应   总被引:2,自引:0,他引:2  
为探明上方来水类型对工程堆积体高陡边坡下部冲刷侵蚀的定量影响,以神府高速公路沿线典型工程堆积体陡坡坡面(36°)为例,设计4种上方来水类型,通过野外放水冲刷试验分析了不同上方来水类型下堆积体坡面的径流侵蚀输沙过程.结果表明:①上方来水类型对堆积体坡面下部的产流影响较小,却干扰了坡面侵蚀产沙过程,造成土壤流失量增加;②径流深、单宽径流侵蚀力和水流功率均可以较好地预测堆积体边坡下部输沙模数的变化;③单宽径流侵蚀功率可以作为表征坡面尺度次径流事件中径流侵蚀力变化的指标.研究结果可为工程堆积体土壤侵蚀强度评价、侵蚀模型建立及新增水土流失防治提供参考.  相似文献   

6.
土壤侵蚀的中子活化示踪法研究   总被引:8,自引:1,他引:7       下载免费PDF全文
利用中子活化示踪法研究坡面土壤的侵蚀过程,发现坡面的相对侵蚀量从坡脚到坡顶随坡长的变化符合Weibull分布,其形状参数主要受降雨量、降雨历时和径流深度的影响,尺度参数主要与平均雨强、I30相关.坡面在侵蚀的同时也发生沉积,一般来说短历时高强度的降雨沉积量较小,而长历时低强度的降雨沉积量较大,某一部位侵蚀产沙的沉积量与其距离之间有y=axb的关系.坡面径流直接影响着坡面的输移比,当径流深和径流系数较高时,输移比接近于1,否则输移比降低.  相似文献   

7.
As vegetation are closely related to soil erosion, hydrodynamic parameter changes under various vegetation pattern conditions can be used as an important basis for the research of the soil erosion mechanism. Through upstream water inflow experiments conducted on a loess hillslope, how the vegetation pattern influences the hydrodynamic processes of sediment transport was analyzed. The results show that the placement of a grass strip on the lower upslope can effectively reduce runoff erosion by 69%, relying on the efficiency of regulated hydrodynamic process. The effective location of grass strip for hillslope alleviating erosion is on the lower part of the upslope, mainly due to the grass strip measure used to regulate the hydrodynamic system. As a result, the underlying surface runoff resistance is increased by 5 times, runoff shear stress is decreased by more than 90%, and runoff power decreased by over 92%. The measure greatly separates the scouring energy of surface runoff that acts on the slope soil. Therefore, the use of grass strips effectively decreases the energy of runoff flowing along the slope, eliminating soil erosion to a great extent and thereby achieving a better regulation of hydrodynamic processe.  相似文献   

8.
陕北风沙区含砾石工程堆积体坡面产流产沙试验   总被引:1,自引:0,他引:1       下载免费PDF全文
采用室内人工模拟降雨方法,研究了陕北风沙区含砾石工程堆积体边坡的产流产沙过程。结果表明:①砾石存在改变了坡面入渗速率,径流系数受入渗速率的影响,随砾石含量的增加先线性递减后线性递增,并在10%砾石含量处存在阈值;径流系数随降雨强度的增加线性递增。②含砾石堆积体坡面流速较纯土堆积体降低,且随雨强增大,砾石延缓径流流动的作用越显著;雨强对径流流速的影响随砾石含量增加持续减弱。③土壤剥蚀率在产流24~33 min后显著增加,砾石主要对显著增加后的平均剥蚀率产生影响。④雨强1.0 mm/min时,砾石存在促进降雨侵蚀,产沙量增大;雨强大于1.0 mm/min时,砾石具有显著的减沙效应。  相似文献   

9.
上方来水对坡面降雨入渗及土壤水分再分布的影响   总被引:14,自引:0,他引:14       下载免费PDF全文
在防止土壤侵蚀和雨后抑制蒸发的条件下,利用室内模拟降雨试验,研究了上方来水对坡面降雨入渗、湿润锋运移以及土壤水分再分布的影响。结果表明:对于初始含水量很低的土壤,与上方无来水相比,上方来水时降雨入渗过程中入渗率有一个上升的阶段,但平均入渗率反而降低;在降雨入渗初期,由于上方来水的沿程入渗,上方来水对坡面湿润锋运移的影响较大,但随后几乎没有影响,湿润锋的运移主要与基质势梯度有关;土壤水分沿坡面呈"波浪形"分布是坡面径流的波动性、上方来水(径流)的沿程入渗以及侧向沿坡向下流等综合作用的结果。  相似文献   

10.
泥沙输移与坡面降雨和径流能量的关系   总被引:5,自引:1,他引:4       下载免费PDF全文
从导致土壤侵蚀的降雨和径流能量出发,提出了基于物理学原理的降雨能和径流能的概念,并采用人工模拟降雨实验,分析了泥沙输移与降雨和径流能的关系,结果显示:坡面薄层径流泥沙剥蚀量随着地表坡度、降雨能和径流能的增加而增加,雨滴击溅作用下泥沙剥蚀量远远大于无雨滴击溅作用时泥沙剥蚀量;薄层水流泥沙浓度随着坡度和降雨能的增加而增加,当坡度和降雨能一定时,泥沙浓度随着径流能的增加而减小;降雨扰动系数与降雨和径流能的比值按照对数关系增长,在相同坡度下,当降雨能一定时,降雨扰动系数随着径流能的增加而减小,当径流能一定时,降雨扰动系数随着降雨能的增加而增加。降雨能是导致泥沙剥离的本质,径流能是泥沙搬运的动力。  相似文献   

11.
陈界仁  曹淼 《水科学进展》2003,14(6):696-699
在坡面土壤侵蚀输沙计算中,可选用的输沙能力模式较多,但这些模式多运用于恒定输沙,在非恒定输沙中运用不多。建立了坡面土壤侵蚀非恒定输沙数学模型,模型中的输沙能力运用水流切应力、水流功率、单位水流功率3种模式,对模型过程采用有限差分格式离散求解。根据实测水沙资料进行模型参数率定,运用3种输沙能力模式于不同降雨强度、不同坡度的非恒定坡面输沙过程中。结果表明:在坡面非恒定输沙计算中,不同输沙能力模式对计算结果有明显影响,在降雨强度较小时,单位水流功率模式结果较其他两个模式为好,而在雨强较大时,切应力模式计算结果较好。  相似文献   

12.
In this study, a Physiographic Soil Erosion–Deposition Model (PSED) is applied for better management of a watershed. The PSED model can effectively evaluate the key parameters of watershed management: surface runoff discharge, suspended sediment transport rate, quantity of soil erosion, and spatial distribution of soil erosion and deposition. A basin usually contains multiple watersheds. These watersheds may have complex topography and heterogeneous physiographic properties. The PSED model, containing a physiographic rainfall-runoff model and a basin scale erosion–deposition model, can simulate the physical mechanism of the entire erosion process based on a detailed calculation of bed-load transportation, surface soil entrainment, and the deposition mechanism. With the assistance of Geographic Information Systems (GIS), the PSED model can handle and analyze extremely large hydrologic and physiographic datasets and simulate the physical erosion process without the need for simplification. We verified the PSED model using three typhoon events and 40 rainfall events. The application of PSED to Chou-Shui River basin shows that the PSED model can accurately estimate discharge hydrographs, suspended sediment transport rates, and sediment yield. Additionally, we obtained reasonable quantities of soil erosion as well as the spatial distribution of soil erosion and deposition. The results show that the PSED model is capable of calculating spatially distributed soil erosion and suspended sediment transport rates for a basin with multiple watersheds even if these watersheds have complex topography and heterogeneous physiographic properties.  相似文献   

13.
This paper examines the soil loss spatial patterns in the Keiskamma catchment using the GIS-based Sediment Assessment Tool for Effective Erosion Control (SATEEC) to assess the soil erosion risk of the catchment. SATEEC estimates soil loss and sediment yield within river catchments using the Revised Universal Soil Loss Equation (RUSLE) and a spatially distributed sediment delivery ratio. Vegetation cover in protected areas has a significant effect in curtailing soil loss. The effect of rainfall was noted as two pronged, higher rainfall amounts received in the escarpment promote vegetation growth and vigour in the Amatole mountain range which in turn positively provides a protective cover to shield the soil from soil loss. The negative aspect of high rainfall is that it increases the rainfall erosivity. The Keiskamma catchment is predisposed to excessive rates of soil loss due to high soil erodibility, steep slopes, poor conservation practices and low vegetation cover. This soil erosion risk assessment shows that 35% of the catchment is prone to high to extremely high soil losses higher than 25 ton ha−1 year−1 whilst 65% still experience very low to moderate levels of soil loss of less than 25 ton ha−1 year−1. Object based classification highlighted the occurrence of enriched valley infill which flourishes in sediment laden ephemeral stream channels. This occurrence increases gully erosion due to overgrazing within ephemeral stream channels. Measures to curb further degradation in the catchment should thrive to strengthen the role of local institutions in controlling conservation practice.  相似文献   

14.
坡沟系统坡面径流流态及水力学参数特征研究   总被引:18,自引:2,他引:16       下载免费PDF全文
利用变坡度坡沟系统概化模型和人工模拟降雨试验,定量分析了在60、90和130mm/h降雨强度下坡沟系统坡面径流流态及水力学参数特征。结果表明,上方汇水和降雨强度的增大使坡沟系统水流雷诺数和弗劳德数呈明显增大,水流流态由缓流演变为急流,坡面水流阻力系数明显减小,从而使坡沟侵蚀产沙量显著增大。  相似文献   

15.
植被作用下土壤抗剪强度和径流侵蚀力的耦合效应   总被引:3,自引:0,他引:3       下载免费PDF全文
利用野外径流小区动态监测和人工模拟降雨试验,阐明了草被和灌木的减流减沙效应,从力学层面揭示了坡面侵蚀产沙的过程机理。结果表明,与裸地相比,野外坡面草地和灌木地径流量分别减少28.1%~56.5%和85.7%~100%、产沙量分别减少84.9%~90.7%和98.5%~100%;在人工模拟降雨强度下,草地和灌木地径流量分别减少51.9%~90.9%和61.7%~80.6%、产沙量分别减少93.6%~99.2%和95.5%~99.2%;植被具有明显的增强土壤抗剪强度的作用,不同植被坡面抗剪强度与剪切面上的法向压力成正比,且符合库仑定律;不同下垫面条件下土壤黏聚力与坡面径流量和侵蚀产沙量呈显著的负相关关系,随着黏聚力的增大,径流量和侵蚀产沙量呈下降趋势;草地和灌木地坡面侵蚀临界径流切应力分别为裸地的2.64~3.16倍和2.44~3.18倍,建立了不同被覆坡面临界径流切应力与土壤抗剪强度和黏聚力的关系。研究结果对定量评价植被减蚀作用和深化土壤侵蚀力学过程有一定的参考意义。  相似文献   

16.
蒋家沟流域坡面侵蚀特征实验研究   总被引:6,自引:3,他引:3  
胡明鉴  汪稔  张平仓 《岩土力学》2002,23(5):645-648
受流域内物质成分、气候条件和复杂侵蚀营力的影响,蒋家沟流域坡面侵蚀现象甚为严重。根据流域内坡面物质成分、气候、降雨等方面分析了发生坡面严重侵蚀的原因;并进行了大量的人工降雨侵蚀实验,分析降雨坡面产流产沙过程和特征。实验结果表明径流随降雨时间和降雨量的增加呈跳跃和波动性增加,泥沙含量随降雨时间增加而逐渐减小。  相似文献   

17.
The impact of rainfall-induced shallow landslides on hillslope sediment discharge is not well understood. This paper reports experimental measurements of sediment discharge after water-induced shallow landslides are triggered on sandy soil in a flume under simulated rainfall. The principal aim of the research was to investigate how varying soil depth affects the location and occurrence of shallow slope failures, as well as how it affects sediment yields downslope. Four experiments were conducted using the same sandy soil and a 30° and 10° compound slope configuration under average rainfall intensity of 50 mm h− 1 for up to 390 min. Soil depths were set to 200, 300, 400 and 500 mm. Engineering and geotechnical properties of the soil were examined. Sediment discharge and runoff were collected from the flume outlet at 15 minute intervals. Changes in the soil slope profiles after landslides and soil physical properties resulted from soil armouring, under continuous rainfall were also recorded. Results showed that sediment yields at the flume outlet, before landslides occurred, were very low and limited to the finer soil particles as would be expected for a sandy soil. However subsequent variations in sediment discharge were strongly related to failure events and their proximity to the outlet. Sediment yield was also affected by the original soil depth; the greater the depth, the higher the sediment yields. Post-failure reductions in sediment discharge were observed and attributed to post-failure slope stabilization under continuing rainfall and extensive soil armouring near the flume outlet. The results provide a clear linkage between landslides and sediment discharge due to hydrological processes occurring in the hillslope. This knowledge is being used to develop a model to predict sediment discharges from hillslopes following shallow landslide events.  相似文献   

18.
A grid-based erosion model is developed by integrating the distributed hydrological model, BTOPMC, with the modified USLE to estimate soil erosion and sediment outflow during single storms. The possible sheet, rill, channel erosion types, and sediment transport processes are considered within each grid under the model structure. Instead of representing the sheet erosion and rill erosion separately, the classic USLE method is modified to simulate the lumped sheet–rill erosion during storms. In the modification, the runoff ratio and a relevant correction coefficient are brought into the R-factor which improves the model’s applicability in predicting erosion during single storms. Instead of representing a grid with a unique erosion type, a channel component is assumed to exist in each grid, and its width varies with the upstream contributing area of the grid. This assumption avoids the problems that are caused by the difference between the channel widths in the upstream area and the downstream area if the grid is simply recognized as a channel grid. It also enables the model to be applicable in simulating soil erosion and sediment outflow from a large catchment. Through a case study in the Lushi catchment, China, the results show an overall satisfactory accuracy for the selected events. Moreover, by analyzing the spatial distribution of soil erosion or deposition, the erosion-prone areas are identified for the prioritization purpose.  相似文献   

19.
流域产沙模型的研究   总被引:17,自引:1,他引:17       下载免费PDF全文
由坡面泥沙颗粒的动力平衡条件,推导出坡面上细颗粒泥沙的起动切应力,由坡面径流的剩余输沙能力,导得坡面径流的侵蚀量计算公式,与文献[4]的雨滴溅蚀量计算公式一起,构成了概念清楚、过程明确、结构完整的流域产沙模型。产沙量取决于水流挟沙能力与可供沙量的对比关系,若水流挟沙能力小于供沙量,则产沙量等于水流挟沙能力;反之,水流将进一步冲刷表土,形成径流侵蚀,产沙量就等于供沙量与径流侵蚀量之和。据此,可计算出坡面和流域产沙量。模型在岔巴沟流域上应用,结果令人满意。  相似文献   

20.
坡面细沟侵蚀产沙时空分布规律试验研究   总被引:9,自引:0,他引:9       下载免费PDF全文
利用放水冲刷试验结合稀土元素(REE)示踪技术对坡面侵蚀产沙特征及其时空变化进行了研究。结果表明:在径流冲刷下,坡面侵蚀产沙可分为三个不同的阶段并对应不同的产沙特征。其空间变化表现为,在6°、9°情况下,坡面不同坡段的相对侵蚀量沿下坡方向呈现出先减小后增大的趋势;在12°小流量情况下,坡面各坡段的相对侵蚀量与坡度较小的情况相似,当流量较大时,坡面各不同坡段的相对侵蚀量随坡长的增大而减小。但坡面最下端坡段的相对侵蚀量总是随着冲刷历时的延长而减小,其余各坡段的相对侵蚀量则呈现出缓慢的波动式上升。  相似文献   

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