基于水土流失敏感性的岩溶地区景观生态风险评价——以黔南州为例

为揭示岩溶地区水土流失与生态格局的相关性,分析水土流失敏感性背景下景观生态风险的空间特征。以黔南州为研究对象,融合RUSLE模型和ERI评价方法,在分析水土流失敏感性的基础上,对县域尺度的景观生态风险进行了定量化评价。结果表明:（1） 黔南州水土流失敏感性以中度、轻度和低敏感区为主,其总面积为22 974.42 km²,比重达88.86%,但重度、极度敏感区面积仅占11.14%,且降水侵蚀力、地表起伏度和石漠化等级的空间相关性高。（2） 低生态风险区主要由水土流失轻度、不敏感区构成,耕地面积比重大（72.07%）,高生态风险区则以中度、重度敏感区为主,且建设用地面积比重大,说明水土流失敏感性就越高,则区域生态风险越高。上述研究表明,从水土流失敏感性的角度评价景观生态风险,融合了景观格局和水土流失状况等信息,不仅丰富了区域生态风险评价方法,也为区域生态保护与修复提供了决策依据。     

长江上游不同降雨带水蚀特征空间分析

利用长江上游135个国家基准气象站1960-2009年的日降雨量统计得到的多年平均降水量,并对这些气象站的多年平均降雨量和该地区225个县多年平均降雨量数据进行空间分析处理,结合USLE模型计算得到长江上游土壤水蚀分布图,利用GIS技术手段对不同降雨带下的土壤水蚀状况进行了分析。研究表明：该区域水蚀量占土壤侵蚀总量的78%;水蚀程度分布与降雨带分布均呈自西向东递增趋势,局部存在差异。江源区及川西北部,多年平均降雨量小于900 mm,水蚀以微度为主;川中部地区降雨分布不均,水蚀区域差异较大;四川盆地与陕、甘交界地段,降雨等级在4-5之间、重庆北部降雨等级在7-8之间的地区,水蚀均较为严重,以强度以上为主;云南西北金沙江下游地区、重庆西南以及湖北秭归、宜昌等地降雨等级在7-8之间,水蚀以中、强度为主;当降雨等级为8时,土壤侵蚀指数达最大（160.5）。该结果与2000年长江上游土壤侵蚀遥感调查结果基本一致,为进一步揭示长江上游水土流失的空间分布及成因提供参考。     

基于模拟降雨的土壤表土结皮特征及坡面侵蚀响应

土壤表土结皮对坡面侵蚀过程具有重要影响,利用模拟降雨条件下土壤贯入和产流产沙试验,对不同降雨场次紫色土和黄壤表土结皮特征及坡面侵蚀响应进行研究。结果表明：（1）PT型贯入仪测定的贯入数值（P）与含水率（θ）成标准指数函数关系。（2）不同降雨场次表土结皮存在＂无结皮→弱结皮→强结皮→弱结皮→新结皮＂的动态发育过程,相同降雨条件下黄壤表土结皮强度大于紫色土的。（3）持续降雨过程不同降雨场次土壤表土结皮对溅蚀影响不明显,而与产流存在显著的动态响应关系,结皮强度越大产流量也越大,结皮对产流的影响随着降雨进行而有增大趋势,黄壤表土结皮的径流增加量大于紫色土的,而紫色土坡面结皮对产流量变化敏感程度大于黄壤。不同场次降雨过程土壤表土结皮对坡面侵蚀产沙影响存在差异,前4场降雨表土结皮强度与坡面侵蚀产沙有相同的变化趋势,4次降雨后土壤表土结皮表现为对坡面侵蚀有抑制作用。     

冻融循环对黑土容重和孔隙度影响的试验研究

反复的冻融循环会通过改变土壤容重、孔隙度等物理性质而使其侵蚀加剧,该文探讨了土壤容重及孔隙度在冻融循环作用下的变化.试从机理上分析冻融作用对土壤抗蚀性的影响规律.以东北黑土为研究对象,考虑冻融温差和土壤含水率两个影响因素.通过室内冻融试验研究了黑土容重及孔隙度的变化规律.结果表明:随着冻融循环次数的增大,土壤的容重和孔隙度分别呈现缓慢减小及增大趋势,且变化幅度越来越小,最后达到基本稳定的状态;冻融温差越大,冻结温度越低,同一含水率土壤的容重变得更低,而孔隙度相对较高,并且两者的变化量最大;在同一冻融温差下,高含水率土壤经过冻融循环后较低含水率土壤容重更低,而孔隙度更高,且数值的变化量最大.     

Detachment of road surface soil by flowing water

An agricultural watershed generally consists of two land use categories, farmland and the unpaved road or path networks with different traffic frequency and size. Road surfaces are quite different from farmland soil in physical properties, resulting in it's distinguish production transportation process. Hydraulic flume experiments were conducted with the flow discharges ranging from 1 to 5 L s^− 1 and the slope gradients ranging from 8.8% to 46.6% to simulate the soil detachment process on a road surface and to develop tools in order to calculate detachment rates occurring on that road surfaces. The results illustrate that road surfaces behave characteristically in the runoff detachment and sediment delivery process due to the difference in the bulk density and functions of agricultural soils. The soil detachment rate is closely related to flow depth, slope gradient and other hydraulic parameters such as shear stress, stream power and unit stream power. Multiple non-linear regression analyses indicate that detachment rates for all roads can be accurately predicted by power functions of flow depth and slope gradient. According to the experimental results, stream power was suggested as an indicator to estimate soil detachment rate instead of shear stress in soil erosion models. However, considering the simplicity and availability, power function of flow depth and slope gradient is also recommended to predict detachment rate on the road surfaces.     

海南岛三大流域农业土壤源污染物流失特征研究

采用径流场结合人工模拟降雨方式,研究了海南岛万泉河、南渡江和昌化江三大流域土壤中氮、磷、有机质等营养物质的流失特征。结果表明,三大流域土壤径流系数和泥沙流失速率的大小顺序为：暴雨〉大雨〉中雨;相同雨强条件下,万泉河的径流系数与南渡江相近,昌化江最小;泥沙流失速率大小顺序为：万泉河〉南渡江〉昌化江;雨强对总磷（TP）流失速率的影响达到极显著水平,磷随径流流失以颗粒磷（PP）为主;氮在雨强较小时以可溶氮（DN）流失为主,当达到暴雨时则以颗粒氮（PN）流失为主;雨强越大,地表径流中COD、TN、DN和PN流失速率越高。三大流域区土壤养分随泥沙流失特征相似,不同雨强条件下,三大流域的总氮、总磷和有机质流失速率的规律一致,雨强越大,流失速率越高;在同一雨强条件下,三流域区总氮、总磷和有机质随泥沙流失速率为：昌化江〉万泉河〉南渡江。影响面源流失的主要因素为坡度、雨强、土质等。     

Sediment production from unpaved roads in a sub-tropical dry setting — Southwestern Puerto Rico

The threat imposed by increased sediment loading rates ranks among the most important stressors affecting coral reef ecosystems worldwide. This study represents an effort to quantify the effects of unpaved roads on erosion rates in a dry sub-tropical area of Puerto Rico and is intended to aid in developing scientifically-based erosion mitigation strategies. Hence, the specific objectives of this study were to: (1) measure sediment production rates from unpaved roads; (2) evaluate the effect of precipitation, rainfall erosivity, slope, plot length, and vegetation cover on sediment production rates; and (3) compare measured sediment production rates to published surface erosion data from roaded and natural sites in the Eastern Caribbean. Sediment production from nine abandoned road segments with varying slopes and plot lengths were measured with sediment traps in southwestern Puerto Rico from August 2003 to September 2005.     

Root tensile strength of three shrub species: Rosa canina, Cotoneaster dammeri and Juniperus horizontalis: Soil reinforcement estimation by laboratory tests

The presence of vegetation increases soil burden stability along slopes and therefore reduces soil erosion. The contribution of the vegetation is due to mechanical (reinforcing soil shear resistance) and hydrologic controls on stream banks and superficial landslides. This study focused on the biotechnical characteristics of the root system of three shrub species: Rosa canina (L.), Cotoneaster dammeri (C.K. Schneid) and Juniperus horizontalis (Moench). The aim of this paper is to increase our understanding on root biomechanical properties of shrubs species and their contribution to soil reinforcement. The considered shrubs grew up in wood containers, exposed to natural conditions in a village near Asti (Northern Italy) for 2 years. Laboratory tests were conducted to measure the ultimate root tensile strength and to estimate the root density distribution with depth (root area ratio), in order to quantify the soil mechanical reinforcement. Root tensile strength measurements were carried out on single root specimens and root area ratio was estimated analyzing the whole root system. The improvement of soil mechanical properties obtained by the presence of shrubs was estimated using two different models. The first model, based on a simple force equilibrium model, considers that the tensile strength of all roots crossing the shear plane is fully mobilized. This classical approach is implemented by the Fiber Bundle Model concept, to account for non-simultaneous root breaking. C. dammeri roots presented the highest tensile strength and soil reinforcement values, while R. canina and J. horizontalis were characterized by lower values. Similarly at each considered depth C. dammeri showed the highest soil reinforcement effect.     

利用风洞实验研究~7Be示踪估算土壤风蚀速率的可行性

以黄土高原水蚀风蚀交错带沙黄土为研究对象,利用室内风洞模拟实验对7Be示踪估算土壤风蚀速率的可行性进行探讨。由于风蚀过程易带走土壤细颗粒,且7Be在土壤细颗粒中含量较高,所以利用7Be水蚀模型计算的土壤风蚀速率高于实测值。实验中发现样点风蚀后和风蚀前土壤颗粒比表面积之比与样点风蚀后7Be含量之间存在幂函数关系,基于此,提出颗粒校正系数(P)的计算式,并将P引入到7Be水蚀模型对其进行修正。计算分析发现,和实测值相比,利用修正模型计算的土壤风蚀速率误差均不超过5%,这说明经过修正的7Be水蚀模型能较准确地估算土壤风蚀速率,利用7Be示踪技术估算土壤风蚀速率是可行的。研究为进一步利用7Be示踪技术调查黄土高原水蚀风蚀交错带土壤风蚀问题奠定了基础。     

不同农垦地下垫面对风蚀起沙风速的影响分析

以新疆塔里木盆地垦区为例,研究不同地表粗糙度下垫面对风蚀起沙的临界摩擦速度和起沙风速的影响。根据Shao的方法计算不同下垫面起沙风速,结果表明:塔里木盆地垦区所选的小麦、棉花、红枣这3种地类2m高度临界摩擦速度(u*t)分别为棉花地0.40m/s,红枣地0.43m/s,小麦地1.85m/s;2m高度临界起沙风速(ut)分别为棉花地5.3m/s,红枣地5.7m/s,小麦地7.5m/s,小麦地较其他2种地类更具有抵抗风蚀的作用。