982 resultados para Gully Erosion


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The Bureau of Land Management acquired 7,500 acres of land as part of the re-use of the decommissioned Fort Ord Army base. A variety of geologic hazards exist on the landscape including gully erosion, mass wasting, and decaying earthen dams. This short report highlights a few critical areas that deserve closer evaluation and remediation. Of particular concern are decaying earthen dams and mass wasting of tall stream banks that may impact BLM infrastructure or adjacent urban development. (Document contains 13 paGES)

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采用连续模拟降雨试验,对坡沟系统概化模型进行坡面沟蚀发育过程模拟,再现坡面片蚀—细沟侵蚀—切沟侵蚀演变过程。结合3种测量技术从测量精度、测量人员要求、数据处理、数据通用性、配套软件使用、前期投入、测量条件等几个方面入手,对比分析高精度GPS(Trimble 5700)、三维激光扫描仪(Leica HDS 3000)和测针板的3种测量方法的优缺点,同时对3种测量方法在沟蚀过程监测和侵蚀量估算方面进行对比研究。结果表明,激光扫描仪能很好地监测沟蚀演变过程,且对侵蚀量估算精度较高,误差仅为4.5%。高精度GPS也能很好地监测沟蚀演变过程,对侵蚀量估算精度误差为7.38%。测针板法不能很好的反映沟蚀演变过程,但是对于侵蚀量的估算可以满足日常要求,误差为-12.78%。

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坡面是土壤侵蚀最基本的地貌单元 ,定量研究坡面侵蚀能为研究土壤侵蚀规律、确定坡面重点侵蚀部位、建立土壤侵蚀预报模型提供科学依据。总结了溅蚀、片蚀、细沟侵蚀、浅沟侵蚀的定量研究进展 ,简述了土壤侵蚀模型的研究进展 ,对目前的其它研究方法进行了评述

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介绍了国内外土壤侵蚀预报模型的主要研究成果。所介绍的国外土壤侵蚀预报模型除众所周知的USL E/ RUSL E,WEPP,L ISEM和 EUROSEM外 ,还有浅沟侵蚀预报模型 (EGEM)和切沟侵蚀预报模型。国内的侵蚀预报模型主要有在 GIS支持下的陡坡地包括浅沟侵蚀的坡面侵蚀预报模型、有一定物理成因的坡面侵蚀预报模型和流域预报模型。在总结和评价国内外土壤侵蚀预报模型的基础上 ,提出了中国今后土壤侵蚀预报模型研究的设想。

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Tese de doutoramento, Geografia (Geografia Física), Universidade de Lisboa, Instituto de Geografia e Ordenamento do Território, 2014

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Este estudo teve como principal objetivo avaliar os estados de erosão acelerada do solo da microbacia hidrográfica do córrego da Fazenda Glória, Município de Taquaritinga, SP. Para tanto, foram utilizadas técnicas de sensoriamento remoto e geoprocessamento para análise em fotografias aéreas verticais, coloridas, na escala aproximada de 1:30.000, do aerolevantamento realizado pela BASE - Aerolevantamentos, dos anos de 1983 e 2000. Os processos erosivos foram identificados nas fotografias aéreas da microbacia hidrográfica e observados nas visitas em campo. Como resultado, o aspecto erosivo predominante na área foi o 3, áreas onde ocorria erosão com intensidade que afetava severamente a cobertura vegetal. O estado de erosão 2, com média intensidade, aumentou durante o período analisado. Este trabalho servirá de base para implementar programas de preservação de recursos naturais e de manejo conservacionista na microbacia.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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This study aimed to determine how the richness and composition of ant species behaves with changes in the recovery process of a gully erosion. The study area has 0.9 hectares subdivided into three sections called sector: A, B and C. For the definition of the sectors, erosive and natural restoring were taken as the base level of activity. Four transects were laid systematically throughout the area and surrounding compound with forest and grassland. Each transect had three pitfall trap ten meters apart from each other, with catches of ants were held in rainy and dry seasons. Analysis of variance was applied to compare the number of ant species per plot captured and Scott-Knott test 5% for comparison of means. To verify the similarity of species between environments it was performed an analysis of similarity (ANOSIM) and ordering of environments a Nonmetric Multidimensional Scaling (NMDS). We captured 74 species of ants inside and around the gully erosion. The more degraded environment and initial stage of regeneration, showed greater richness of ant species. The composition of ant species was different between the recovery environments and around. The parameters of ant communities analyzed, richness and composition species were influenced by the regeneration of the area, indicating that ants can be used as bioindicators of gullies recovery.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Im Wassereinzugsgebiet der Aar zwischen Taunuskamm und Limburger Becken wurden 242 Erosionsschluchten, so genannte Runsen kartiert. Die vorgefundenen geomorphologischen Formen sind zum Teil mehr als 15 Meter tief, kerben- oder kastenförmig. Einige führen ein zeitweise oder ständig fließendes Gerinne. Die Untersuchung acht verschiedener Einzelbeispiele mit geomorphologischen, bodenkundlichen und kulturhistorischen Methoden ergab, dass die Erosionsschluchten in geschichtlicher Zeit entstanden sind. Damit wurden die Ergebnisse von BORK 1988, 1985, BORK et al. 1998, BAUER 1995, 1993, SEMMEL 1963, HEMPEL 1954, 1954 und HARD 1970 weitgehend bestätigt. Die Runsen an der Aar und ihrer Nebenbäche sind das Ergebnis exzessiver Erosionsprozesse, die in Folge einer erheblichen Übernutzung der Landschaft durch Köhlerei, Eisenerzverhüttung und Landwirtschaft hauptsächlich im 17. und 18. Jahrhundert ausgelöst wurden. Dabei kommt der seit 1656 betriebenen Michelbacher Hütte als landesherrliches Eisenwerk eine besondere Rolle zu. Ein weiterer Einfluss geht auf die spezifische Geofaktorenkonstellation im Untertaunus zurück. Die dort verbreiteten stark tonig verwitterten Schiefer und erodierten Parabraunerden fördern den Oberflächenabfluss, der während zeitweise auftretender Starkregenereignisse an den Hängen zum Einreißen von Erosionsschluchten führen kann . Zur Untersuchung des Phänomens wurden sowohl geomorphologische und bodenkundliche als auch historisch-kulturlandschaftgenetische Methoden herangezogen. Neben der bodenkundlichen Beprobung zahlreicher Aufschlüsse wurden auch Analysen mittels der Radiokarbonmethode, Schwermineralanalysen, Kohlholzspektren historischer Meilerplätze und die Auswertung von Archivunterlagen als Methoden herangezogen. Als grundlegendes Ergebnis liefert die vorliegende Arbeit einen umfassenden Abriss der Nutzungsgeschichte im Wassereinzugsgebiet der Aar von vorgeschichtlicher Zeit bis zum heutigen Tage. Zudem werden die naturräumlichen Einflussfaktoren, die die Entstehung von Erosionsschluchten erst ermöglichen, auf umfassende Weise dargestellt. Zwei Exkurse behandeln die Bedeutung der spätmittelalterlichen Landwehr bei Hennethal, die während der Geländearbeiten entdeckt wurde sowie die Entstehung und zeitliche Einordnung der Auelehme im Aartal.

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The Fractal Image Informatics toolbox (Oleschko et al., 2008 a; Torres-Argüelles et al., 2010) was applied to extract, classify and model the topological structure and dynamics of surface roughness in two highly eroded catchments of Mexico. Both areas are affected by gully erosion (Sidorchuk, 2005) and characterized by avalanche-like matter transport. Five contrasting morphological patterns were distinguished across the slope of the bare eroded surface of Faeozem (Queretaro State) while only one (apparently independent on the slope) roughness pattern was documented for Andosol (Michoacan State). We called these patterns ?the roughness clusters? and compared them in terms of metrizability, continuity, compactness, topological connectedness (global and local) and invariance, separability, and degree of ramification (Weyl, 1937). All mentioned topological measurands were correlated with the variance, skewness and kurtosis of the gray-level distribution of digital images. The morphology0 spatial dynamics of roughness clusters was measured and mapped with high precision in terms of fractal descriptors. The Hurst exponent was especially suitable to distinguish between the structure of ?turtle shell? and ?ramification? patterns (sediment producing zone A of the slope); as well as ?honeycomb? (sediment transport zone B) and ?dinosaur steps? and ?corals? (sediment deposition zone C) roughness clusters. Some other structural attributes of studied patterns were also statistically different and correlated with the variance, skewness and kurtosis of gray distribution of multiscale digital images. The scale invariance of classified roughness patterns was documented inside the range of five image resolutions. We conjectured that the geometrization of erosion patterns in terms of roughness clustering might benefit the most semi-quantitative models developed for erosion and sediment yield assessments (de Vente and Poesen, 2005).

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This study focuses on quantifying explicitly the sediment budget of deeply incised ravines in the lower Le Sueur River watershed, in southern Minnesota. High-rate-gully-erosion equations along with the Universal Soil Loss Equation (USLE) were implemented in a numerical modeling approach that is based on a time-integration of the sediment balance equations. The model estimates the rates of ravine width and depth change and the amount of sediment periodically flushing from the ravines. Components of the sediment budget of the ravines were simulated with the model and results suggest that the ravine walls are the major sediment source in the ravines. A sensitivity analysis revealed that the erodibility coefficients of the gully bed and wall, the local slope angle and the Manning’s coefficient are the key parameters controlling the rate of sediment production. Recommendations to guide further monitoring efforts in the watershed and increased detail modeling approaches are highlighted as a result of this modeling effort.

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This study focuses on quantifying explicitly the sediment budget of deeply incised ravines in the lower Le Sueur River watershed, in southern Minnesota. High-rate-gully-erosion equations along with the Universal Soil Loss Equation (USLE) were implemented in a numerical modeling approach that is based on a time-integration of the sediment balance equations. The model estimates the rates of ravine width and depth change and the amount of sediment periodically flushing from the ravines. Components of the sediment budget of the ravines were simulated with the model and results suggest that the ravine walls are the major sediment source in the ravines. A sensitivity analysis revealed that the erodibility coefficients of the gully bed and wall, the local slope angle and the Manning’s coefficient are the key parameters controlling the rate of sediment production. Recommendations to guide further monitoring efforts in the watershed and increased detail modeling approaches are highlighted as a result of this modeling effort.

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A new stormwater quality improvement device (SQID) called ‘Green Gully’ has been designed and developed in this study with an aim to re-using stormwater for irrigating plants and trees. The main purpose of the Green Gully is to collect road runoff/stormwater, make it suitable for irrigation and provide an automated network system for watering roadside plants and irrigational areas. This paper presents the design and development of Green Gully along with experimental and computational investigations of the performance of Green Gully. Performance (in the form of efficiency, i.e. the percentage of water flow through the gully grate) was experimentally determined using a gully model in the laboratory first, then a three dimensional numerical model was developed and simulated to predict the efficiency of Green Gully as a function of flow rate. Computational Fluid Dynamics (CFD) code FLUENT was used for the simulation. GAMBIT was used for geometry creation and mesh generation. Experimental and simulation results are discussed and compared in this paper. The predicted efficiency was compared with the laboratory measured efficiency. It was found that the simulated results are in good agreement with the experimental results.