968 resultados para Slope land


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Thirteen new microsatellite loci were isolated and tested on two land snail species, Trochulus villosus and T. sericeus (Pulmonata: Hygromiidae), resulting in a set of eight polymorphic markers for each species. The expected heterozygosity was high for all loci and species (between 0.616 and 0.944). Such levels of variability will allow detailed insights into the population genetic structure of some Trochulus species.

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Around 11.5 * 106 m3 of rock detached from the eastern slope of the Santa Cruz valley (San Juan province, Argentina) in the first fortnight of January 2005. The rockslide?debris avalanche blocked the course, resulting in the development of a lake with maximum length of around 3.5 km. The increase in the inflow rate from 47,000?74,000 m3/d between April and October to 304,000 m3/d between late October and the first fortnight of November, accelerated the growing rate of the lake. On 12 November 2005 the dam failed, releasing 24.6 * 106 m3 of water. The resulting outburst flood caused damages mainly on infrastructure, and affected the facilities of a hydropower dam which was under construction 250 km downstream from the source area. In this work we describe causes and consequences of the natural dam formation and failure, and we dynamically model the 2005 rockslide?debris avalanche with DAN3D. Additionally, as a volume ~ 24 * 106 m3of rocks still remain unstable in the slope, we use the results of the back analysis to forecast the formation of a future natural dam. We analyzed two potential scenarios: a partial slope failure of 6.5 * 106 m3 and a worst case where all the unstable volume remaining in the slope fails. The spreading of those potential events shows that a new blockage of the Santa Cruz River is likely to occur. According to their modeled morphometry and the contributing watershed upstream the blockage area, as the one of 2005, the dams would also be unstable. This study shows the importance of back and forward analysis that can be carried out to obtain critical information for land use planning, hazards mitigation, and emergency management.

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We present an exact test for whether two random variables that have known bounds on their support are negatively correlated. The alternative hypothesis is that they are not negatively correlated. No assumptions are made on the underlying distributions. We show by example that the Spearman rank correlation test as the competing exact test of correlation in nonparametric settings rests on an additional assumption on the data generating process without which it is not valid as a test for correlation.We then show how to test for the significance of the slope in a linear regression analysis that invovles a single independent variable and where outcomes of the dependent variable belong to a known bounded set.

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Report on the Iowa Department of Agriculture and Land Stewardship for the year ended June 30, 2007

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Want to know what conditions to expect over the next stage of RAGBRAI? How hilly will it be, what towns and parks are between here and there, or what services are coming up in the next town?

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On today’s ride we continue riding across the Southern Iowa Drift Plain. This landform region covers over 40% of the state and comprises most of southern Iowa. Over the last several million years Iowa was subjected to at least seven glacial advances. The last of these older advances occurred approximately 500,000 years ago. Since then the landscape has been subjected to stream erosion and from12,500-24,000 years ago was mantled with a thick blanket of loess before being further eroded.

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Although during much of its geologic history Iowa was part of an interior sea, today what we see on the land surface has been heavily influenced by recent glaciation. Everything from Iowa soils, rivers, lakes, and hills has been influenced by glaciation. Most of Iowa’s bedrock is hidden beneath a thick mantle of deposits from the Cenozoic (i.e., new life) Era, spanning the last 65 million years. Geologists have divided the Cenozoic Era into two periods. These are the Tertiary (1.8-65 million years ago) and Quaternary Periods (recent to 1.8 million years ago). Most geologic records in Iowa are from the Quaternary period, and include glacial till and loess.

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Today’s ride departs Ames and heads towards Nevada. The Ames area is one of the classic areas to view elongated hummocks. These landforms are discontinous, lower relief curvilinear ridges which are east-west trending features. At one time geologists thought these hummocks formed at the base of the glacier due to glacial movement. It is now understood that these features may have developed within the glacier, in a large crevasse field that formed behind the ice (Bemis Moraine) margin as the ice stagnated and melted.

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Today, after you descend into the valley of the Iowa River north of Marengo, the route turns east on county road F15 and approaches the historic Amana Society. Settled in the late 1850s by German immigrants of the Community of True Inspiration, the new arrivals utilized the local timber and stone resources to construct their buildings. During these early years several stone quarries were opened in the hills along the north wall of the Iowa River valley near East, Middle, and West Amana. Riders will pass close to one of these old quarries 0.7 miles west of West Amana. The stone taken from these quarries is beautiful quartz-rich sandstone that is cemented by light brown to orange tinged iron oxide. This stone was used in the construction of many buildings in Amana.

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Today you will be biking over the Iowa and Cedar rivers, two major rivers hit by the Iowa flood of 2008. Three miles northeast of North Liberty you’ll cross the Iowa River. The river crested on June 15, 2008 at a record 31.53 ft., three feet higher than the previous record during the flood of 1993. The flooding river caused extensive damage to the University of Iowa (see cover photo of Iowa Memorial Union taken by Univ. Relations, Univ. of Iowa), Coralville, and numerous smaller towns. The flooding of the Cedar River, which RAGBRAI will cross at Sutliff, caused even greater damage. At Cedar Rapids, the 2008 flood crest of 31.12 ft. was over 11 ft. higher than the previous record set in 1851! This massive amount of water inundated downtown Cedar Rapids, Palo, and Columbus Junction and caused massive damage to buildings and infrastructure. When crossing the Cedar River at Sutliff, be sure to look to your right to see the remains of the Historic Sutliff Bridge, one of the many casualties of the Iowa flood of 2008.

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Iowa’s land was mapped long before it was declared a state. Since Lewis and Clark published their journey across the North American west in 1814, many different uses for maps have been found. Today there are maps of Iowa’s roads, waterways, landscape features, geology, and land use. One of the more recent mapping efforts has involved using a technology called LiDAR. This technology creates a topographic map of Iowa’s elevation that is accurate to within eight inches, ten times higher resolution than in previous elevation maps.

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Dryland agriculture in Cabo Verde copes with steep slopes, inadequate practices, irregular intense rain, recurrent droughts, high runoff rates, severe soil erosion and declining fertility, leading to the inefficient use of rainwater. Maize and beans occupy N80% of the arable land in low-input, low-yielding subsistence farming. Three collaborative field trialswere conducted in different agroecological zones to evaluate the effects ofwater-conservation techniques (mulching of crop residue, a soil surfactant and pigeon-pea hedges) combinedwith organic amendments (compost and animal or green manure) on runoff and soil loss. During the 2011 and 2012 rainy seasons, three treatments and one control (traditional practice) were applied to 44- and 24-m2 field plots. A local maize variety and two types of beanswere planted. Runoff and suspended sedimentswere collected and quantified after each daily erosive rainfall. Runoff occurred for rainfalls≥50mm(slope b10%, loamy Kastanozem),≥60mm(slope≤23%, silt–clay–loam Regosol) and≥40mm(slope≤37%, sandy loam Cambisol). Runoffwas significantly reduced only with themulch treatment on the slope N10% and in the treatment of surfactant with organic amendment on the slope b10%. Soil loss reached 16.6, 5.1, 6.6 and 0.4 Mg ha−1 on the Regosol (≤23% slope) for the control, surfactant, pigeon-pea and mulch/pigeon-pea (with organic amendment) treatments, respectively; 3.2, 0.9, 1.3 and 0.1 Mg ha−1 on the Cambisol (≤37% slope) and b0. 2Mg ha−1 for all treatments and control on the Kastanozem(b10% slope). Erosion was highly positively correlated with runoff. Mulch with pigeon-pea combinedwith an organic amendment significantly reduced runoff and erosion fromagricultural fields on steep slopes, contributing to improved use of rainwater at the plot level. Sustainable land management techniques, such as mulching with pigeon-pea hedges and an organic amendment, should be advocated and promoted for the semiarid hillsides of Cabo Verde prone to erosion to increase rainwater-use and to prevent further soil degradation.

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L’archipel du Cap Vert constitué de 10 îles volcaniques appartient à la zone sahélienne qui s’étend de l’atlantique jusqu’à la mer rouge. Depuis, plusieurs décennies le Cap Vert est affecté par la désertification causée en grande partie par la récession climatique et l’érosion des sols. Ces facteurs, associés à la forte pression anthropique sur les ressources, à l’orographie accidentée et à des pluies tropicales parfois diluviennes, provoquent de sérieuses pertes du patrimoine foncier. Cependant, depuis son Indépendance en 1975, le Gouvernement a mené un vaste programme d’arborisation, de restauration des terres et d’aménagement des cours d’eau. Pourtant, très peu de recherches ont été menées pour évaluer les actions de protection et de conservation des sols et des eaux. Par conséquent, il n’existe quasiment pas de données sur la problématique de la dégradation des terres ni de bilans. Dans le cadre de ce travail, nous avons étudié les différents facteurs qui contrôlent l’érosion hydrique des sols. Nous avons plus particulièrement cherché à différencier les effets des activités humaines, notamment agricoles, de ceux des facteurs climatiques comme les précipitations et la génération des écoulements. Nous avons également établi les premiers bilans d’exportations de matières en suspension et en solution dans le contexte de l’archipel du Cap Vert. L’étude a été menée à l’échelle de trois bassins versants de l’ile de Santiago Cap-Vert. Ces trois bassins versant (Longueira, Grande et Godim) sont localisés dans la partie centrale de l’île de Santiago et représentatifs des divers modes d’occupation du sol et des différents climats de l’île. Il existe un gradient climatique entre les trois bassins versants. En effet, Longueira qui présente une superficie de 4,18 km2, une pente moyenne de 47 %, se localise dans une zone humide couverte à 69 % par une forêt et une surface agricole de 17 %. Grande avec une superficie de 1,87 km2, se localise en zone sub humide pour une pente moyenne de 50 %, il est essentiellement agricole. Godim, avec une superficie de 2,0 km2, se localise en zone semi aride, il est particulièrement agricole et sa pente moyenne est de 32 %. Pour ces trois bassins versants, les écoulements de crue à l’exutoire ont été mesurés et échantillonnés de 2004 à 2009. Le bassin versant de Longueira a fait l’objet d’un suivi plus poussé, notamment en termes de fréquence d’échantillonnage et de suivi des écoulements hors crue. Sur chaque échantillon nous avons procédé à la détermination de la concentration des matières en suspension ainsi qu’à l’analyse des éléments majeurs. Les résultats obtenus montrent que l’érosion mécanique dans les 3 bassins versants est caractérisée par une forte variabilité spatiale et temporelle. Sur la période 2005-2009, le bilan moyen annuel pour les bassins versants de Longueira, Grande et Godim est de : 4266, 157 et 10,1 t.km2.an-1 respectivement. La saison humide 2006 a été la plus érosive pour l’ensemble des trois bassins versants et particulièrement dans Longueira avec 2 crues exceptionnelles qui ont généré une concentration moyenne de matières en suspension supérieure à 100 g/l. En revanche, les saisons 2005 et 2008 ont été dans l’ensemble peu érosives car les concentrations moyennes ne dépassèrent pas 20 g/l. Par ailleurs, il n’y a pas eu de lames d’eau écoulées pour les saisons 2005 et 2007 pour le bassin de Godim. Sur le bassin de Longueira, l’étude des phénomènes d’hystérésis permet de caractériser chaque crue et de montrer que l’évolution temporelle des exportations de matières en suspension au cours de la saison est fortement influencée par les activités agricoles. En effet, la première crue provoque l’exportation massive des sédiments disponibles et localisés dans le lit du cours d’eau. En conséquence, la seconde est moins exportatrice de sédiments. Un mois après les premières pluies, les activités de sarclage diminuent la densité du couvert végétal et destructurent la partie superficielle des sols, ce qui provoque à nouveau une très forte exportation de sédiments lors de la troisième crue. Les résultats de l’érosion chimique sur le bassin de Longueira indiquent que le taux d’érosion chimique moyen s’élève à 45 t.km2.an-1 avec une forte variabilité temporelle. En effet, les saisons les plus humides de 2006 et 2007 sont les plus exportatrices de matières en solution, alors que 2005 a eu une faible exportation. L’utilisation du modèle de mélanges EMMA (End-Members Mixing Analysis) montre que les écoulements hypodermique et profond, qui alimentent le cours d’eau en éléments dissous, sont les principaux facteurs de l’érosion chimique. On montre ainsi que les écoulements hors crue sont à l’origine de plus de 90% des flux d’érosion chimique. L’écoulement superficiel, qui contribue à environ 70 % du débit du cours d’eau en crue, constitue un facteur de premier plan de l’érosion mécanique des sols.

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In Switzerland, the issue of land consumption has made it to the front of the political agenda in recent years. Studies conducted on a national level have concluded that there is an excess of land zoned for construction (ARE, 2008), which is seen as contributing to urban sprawl. This situation is looked upon as a failure of the Federal Law on Spatial Planning (LAT, 1979) and there is a political push to change it in order to reinforce zoning regulations. In this article, we look on the issue from a different angle. While there may be large quantities of land zoned for construction, in many urban areas land actually available for development is scarce. Building on the idea that planning's efficiency is linked to its capacity of influencing actual land-use, we focus on how this situation can be dealt with within the current Swiss institutional context.