水流驱动下不同灌草格局对泥沙分选特征的影响

泥沙的颗粒大小分布体现了土壤侵蚀的基本信息,分析泥沙分选特征有助于解释坡面土壤的侵蚀过程及其作用机理。通过野外冲刷试验(流量为15,20,30L/min),以砒砂岩区灌丛位于坡上(SU)、坡中(SM)、坡下(SL)的灌草地和无灌丛草地(GL)为研究对象,裸地(BL)为对照,探讨水流驱动条件不同灌草格局泥沙分选特征及其作用机理。结果表明:(1)植被可以通过影响水动力参数来影响泥沙颗粒的分布,不同格局泥沙颗粒随冲刷时间及流量的增大呈粗化趋势,粉、砂粒是该区侵蚀泥沙的主要颗粒。(2)水流剪切力、水流功率和单位水流功率均与泥沙DV呈负相关关系,与D0、D1呈正相关关系;3种冲刷流量下,泥沙DV均值分别为2.422,2.381和2.348,不同灌草格局下DV表现为GL相似文献   

A GIS based approach to modelling the effects of land-use change on soil erosion in New Zealand

Abstract. The problem of soil erosion is particularly evident in New Zealand, given the combination of coarse-textured soils, steep relief, high rainfall, and intensification of agriculture. A study was undertaken to assess the effects of land use change on soil erosion and sediment transport for the Ngongotaha catchment in New Zealand's North Island, using a GIS based decision support and modelling system. Model simulations considered the effect of increased catchment area under deer farming and forestry on the amount of sediment delivered to the catchment outlet, averaged over a period of six years. The simulations predicted that sediment loss from land under deer farming was considerably greater than from land under other livestock or forestry. Further model simulations testing best management practices demonstrated that sediment yield could be halved if deer farming was restricted to slopes under 20%.     

近十年来核素示踪技术在土壤侵蚀研究中的应用进展

随着核素示踪技术在土壤侵蚀研究中应用的深入,土壤侵蚀研究进入了一个快速发展阶段。本文阐述了近十年来137Cs2、10Pbex7、Be、复合示踪及REE-INAA示踪等几种主要核素示踪技术在土壤侵蚀速率、泥沙沉积速率、泥沙来源和坡面侵蚀过程等研究中的应用新进展,并对今后的研究方向和发展趋势进行了分析。     

清涧河水沙变化分析

清涧河流域水土流失严重。年侵蚀模数在１００００ｔ／ｋｍ２以上。自５０年代初开展水土保持工作，截至１９８９年底止，共治理水土流失面积２２０４．０７ｋｍ２，治理程度达５０．６７％，流域输水输沙明显减少。分析表明：清涧河水沙减少受降雨和流域治理的共同影响，与１９６９年以前相比，７０年代年均减沙１５．４％，８０年代年均减沙７１．３％。在减沙量中，降雨偏枯影响７０年代占１４．６％～２８．２％，８０年代占３６．９％～４１．８％；流域治理减沙量７０年代占７１．８％～８５．５％，８０年代占５８．２％～６３．１％。同时，流域治理减水量也由７０年代的１８．２％～３３．９％增加到８０年代的４２．９％～４７．７％。     

从无定河流域“94·8·4”暴雨洪水看林草措施的减蚀作用

典型调查表明,在无定河流域绥德县80年—遇日降雨量120多mm条件下,林草措施具有显著的减蚀作用:农坡地一次降雨侵蚀模数达36660t/km~2,而一般草地侵蚀模数为5000～12000t/km~2,草地减少侵蚀70%～90%;坡度35°、被覆度70%的林地,加上工程整地措施,侵蚀模数为2000～5000t/km~2,减少侵蚀85%～95%;在相同自然条件下,林地减水效益为27.5%,减沙效益为47.7%,在有整地措施条件下,林地径流量较自然荒坡减少42.2%～77.1%.     

The Remobilization of Metals from Iron Oxides and Sediments by Metal-EDTA Complexes

Synthetic chelating agents such as EDTA form strong complexes with heavy metals and therefore have the potential to remobilize metals from sediments and aquifers. In natural waters EDTA is present almost exclusively in the form of metal-complexes. Therefore, remobilization of metals is always a metal-metal-EDTA exchange reaction. We have investigated, to our knowledge for the first time, the remobilization of metals from the surface of synthetic iron oxides and from a river sediment by different metal-EDTA complexes. The metals are exchanged as follows:MeEDTA_dissolved + Me^ast _adsorbed Me^astEDTA_dissolved + Me_adsorbed The order of the remobilization rate of Zn²⁺ from goethite is CaEDTA > Fe(III)EDTA, reflecting the slow exchange reaction of Fe(III)EDTA. For the remobilization of Pb²⁺ from goethite, the rate was found to be Fe(III)EDTA > CaEDTA > ZnEDTA. Here, Fe(III)EDTA has surprisingly the fastest exchange rate. Only very limited remobilization of Pb²⁺ is possible from hydrous ferric oxide at pH 8 due to the very strong adsorption of Pb²⁺. The order of remobilization of Zn²⁺ from a natural river sediment was found to be CaEDTA > CuEDTA > Fe(III)EDTA. The remobilization rate of Zn²⁺ with Fe(III)EDTA is only 12% of the rate with CaEDTA, illustrating the importance of EDTA speciation for assessing remobilization.     

城市化开发场平工程沉沙池设计的原理与方法

对城市化开发场平工程沉沙池设计中的流量标准,容积条件涉及的侵蚀强度、泥沙沉积水动力学条件进行了分析和探讨,并结合深圳市花岗岩风化物赤红壤典型泥沙颗粒级配条件,提出了沉沙池设计计算的基本方法。     

Impact of land-use changes and sedimentation on the Muhammad Nur Reservoir, South Kalimantan, Indonesia

The Muhammad Nur Reservoir (MNR) is a major multipurpose reservoir located on the Riam Kanan River in the Indonesian Province of South Kalimantan. The MNR has a high sediment trap efficiency and there is concern that accelerated erosion in the catchment, resulting from inappropriate land use, poses a significant threat to the storage capacity and effective life span of the reservoir. Furthermore, on-going deforestation of large parts of the catchment may have changed the inflow pattern to the reservoir. This paper uses data from fieldwork and published information from different sources to examine the extent of erosion and sedimentation in the catchment and the sediment delivery to the reservoir. Water level variations in the reservoir over a 22-year period are examined for changes that might indicate an alteration of the hydrologic balance in the catchment.     

堆渣边坡生态棒护坡措施的水土保持效益

[目的]探究堆渣边坡生态棒防护措施的综合防护效果,为露天采石场裸露边坡的生态修复提供依据。[方法]利用人工降雨模拟试验,收集不同降雨强度下地表层和矿渣层的产流量、产沙量,并建立综合贡献度模型。[结果]随着坡度的增加地表层的径流总量和泥沙总量呈递增趋势,而矿渣层的径流总量和泥沙总量呈递减趋势,与径流总量相比泥沙总量变化趋势不明显;对照组与生态棒防护措施下,地表层的产流—产沙相关性均高于矿渣层;当降雨强度为30和120mm/h时,生态棒防护边坡在坡度为15°时具有较佳的防护效果,当降雨强度为60mm/h时,径流量和泥沙量受坡度变化的影响不显著。[结论]生态棒防护措施具有拦蓄坡面径流和泥沙的功能,与对照组相比可以更有效地防治坡面水土流失。