Von den Markenteilungen bis zum Emscher Landschaftspark: Freiraumverluste und Freiraumschutz im Ruhrgebiet

In der vorliegenden Arbeit werden die Erfolge und Misserfolge der Freiraumpolitik im Ruhrgebiet untersucht. Ausgangspunkte sind der Freiraumschwund, der über einen Zeitraum von fast 200 Jahren dokumentiert wird, sowie die Gegenbewegungen, die sich für den Freiraumschutz einsetzen. Nach der Vorstellung einer Freiraumtypologie werden diese Entwicklungen in detaillierten historischen Abrissen für jeden Freiraumtyp dargestellt, woraus sich eine eigene Ruhrgebietsgeschichte - aus der Perspektive der Freiflächen und ihrer Nutzer - ergibt. Folgerichtig beginnt die vorliegende Arbeit nicht mit Kohle und Eisen, sondern mit der Land- und Forstwirtschaft. Anhand historischer Quellen wird die gängige Am-Anfang-war-die-Heide-These widerlegt, denn das Ruhrgebiet war waldreich und ein produktiver Agrarraum. Landwirtschaftliche Flächen- und Waldverluste sind die Basis der Siedlungstätigkeit. Ohne die Gemeinheitsteilungen im 19. Jahrhundert wären die Stadterweiterungen und Industrieansiedlungen im Ruhrgebiet nicht möglich gewesen. Die - in Grundzügen im Ersten Weltkrieg entwickelte - Agrarpolitik mit der Förderung von Produktivitätssteigerungen und Hofaufgaben erleichterte den weiteren Entzug von Agrarflächen, und genauso wirkt heute die Liberalisierung der Agrarmärkte. Alternative Ansätze (z.B. Direktvermarktung) konnten diesen Trend noch nicht aufhalten. Auch das Baumschutzgesetz von 1922 konnte die nationalsozialistischen Kahlschläge, die Waldverluste im Zweiten Weltkrieg und durch den Wiederaufbau nicht verhindern. Erst seit der Deindustrialisierung, der Aufforstung von Halden und der Umweltbewegung nehmen Wälder wieder zu. Demgegenüber treten Ende des 19. Jahrhunderts völlig neue Freiraumtypen auf. Die bürgerschaftliche Kleingartenbewegung wurde dank ihrer Bedeutung für die Ernährung in den Städten seit dem Ersten Weltkrieg vom Staat stark unterstützt, von den Nationalsozialisten gleichgeschaltet, konnte aber in den 1950er Jahren ihren bürgerschaftlichen Charakter und ihre Stärke wieder zurückgewinnen. Auch wenn Kleingärten als bauliche Reserveflächen missbraucht werden, geschieht dies nicht mehr ohne Ersatzland. Im Unterschied hierzu wurde die Stadtparkbewegung kommunalisiert. Sodann entstanden Volksparks mit Sportanlagen, ästhetisch ausgerichtete Gartenschauen, die breit gefächerten Revierparks der 1970er Jahre und neue Parktypen im Emscher Landschaftspark. 1920 wird der Siedlungsverband Ruhrkohlenbezirk gegründet, der mit den Verbandsgrünflächen ein eigenes Instrument zum Freiraumschutz und die Kompetenz zur Fluchtlinien- bzw. Bebauungsplanung erhielt. Inzwischen darf der Verband, vor einigen Jahren in den Regionalverband Ruhr umgewandelt, zu kommunalen Planungen nur noch Stellungnahmen abgeben. Schon früh versuchte der Verband, industrielles Ödland zu begrünen. Nach den Bahndammbegrünungen vor dem Zweiten Weltkrieg hat er seit den 1950er Jahren Halden aufgeforstet, bis in den 1990er Jahren der Aufbau des Emscher Landschaftsparks begann. Zechen- und Industriebrachen werden in neue Parks, Halden und Mülldeponien in Landmarken und Freizeitlandschaften verwandelt. Zu fragen ist, was aus diesen Geschichten für die Freiraumpolitik folgt. Zwei gegensätzliche Thesen werden diskutiert: die Tragedy of the Commons, die im Gemeineigentum die Ursache ökologischer Probleme sieht, während der Common-Property-Ansatz gerade in gemeinschaftlichen Nutzungen einen Ansatz für Problemlösungen sieht. Dabei liegt eine Besonderheit von Freiräumen in ihrem hohen Öffentlichkeitsgrad, d.h. dass sie von vielen Menschen genutzt werden und gleichzeitig mehrere, z.B. produktive, ökologische, politische oder berufliche Funktionen erfüllen. Untersucht wird, inwieweit erfolgreich gesicherte Freiflächen Merkmale von stabilen Common-Property-Institutionen tragen, d.h. welche Funktionen die Freiräume erfüllen, wie ihre Nutzung geregelt ist und vor allem welchen Einfluss die Nutzer auf Entscheidungen haben. Thesenhaft lässt sich zusammenfassen, dass ein Teil der Freiräume sein Wachstum einer derzeit unverzichtbaren Funktion verdankt, nämlich der Camouflage von Müll und Altlasten, die eine bauliche Nutzung ausschließen. Andere Freiräume verdanken ihren Bestand ihren vielfältigen Nutzungen, zur Erholung, durch Denkmäler, für Veranstaltungen, aber auch der Wertsteigerung für umliegende Wohngebiete. Ein kleiner Teil der Freiräume hat tatsächlich einen Common-Property-Charakter: Kleingartenanlagen, die von bürgerschaftlichen Gruppen gegründeten Parks sowie die Flächen, die durch Bürgerinitiativen o.ä. gegen eine bauliche Umnutzung verteidigt werden. Grund genug, um die Idee eines Netzwerks von Parkvereinen aufzugreifen, die sich von bürgerschaftlicher Seite aus für Freiräume einsetzen können.

Improving flood models using LiDAR: progress and problems

Airborne scanning laser altimetry (LiDAR) is an important new data source for river flood modelling. LiDAR can give dense and accurate DTMs of floodplains for use as model bathymetry. Spatial resolutions of 0.5m or less are possible, with a height accuracy of 0.15m. LiDAR gives a Digital Surface Model (DSM), so vegetation removal software (e.g. TERRASCAN) must be used to obtain a DTM. An example used to illustrate the current state of the art will be the LiDAR data provided by the EA, which has been processed by their in-house software to convert the raw data to a ground DTM and separate vegetation height map. Their method distinguishes trees from buildings on the basis of object size. EA data products include the DTM with or without buildings removed, a vegetation height map, a DTM with bridges removed, etc. Most vegetation removal software ignores short vegetation less than say 1m high. We have attempted to extend vegetation height measurement to short vegetation using local height texture. Typically most of a floodplain may be covered in such vegetation. The idea is to assign friction coefficients depending on local vegetation height, so that friction is spatially varying. This obviates the need to calibrate a global floodplain friction coefficient. It’s not clear at present if the method is useful, but it’s worth testing further. The LiDAR DTM is usually determined by looking for local minima in the raw data, then interpolating between these to form a space-filling height surface. This is a low pass filtering operation, in which objects of high spatial frequency such as buildings, river embankments and walls may be incorrectly classed as vegetation. The problem is particularly acute in urban areas. A solution may be to apply pattern recognition techniques to LiDAR height data fused with other data types such as LiDAR intensity or multispectral CASI data. We are attempting to use digital map data (Mastermap structured topography data) to help to distinguish buildings from trees, and roads from areas of short vegetation. The problems involved in doing this will be discussed. A related problem of how best to merge historic river cross-section data with a LiDAR DTM will also be considered. LiDAR data may also be used to help generate a finite element mesh. In rural area we have decomposed a floodplain mesh according to taller vegetation features such as hedges and trees, so that e.g. hedge elements can be assigned higher friction coefficients than those in adjacent fields. We are attempting to extend this approach to urban area, so that the mesh is decomposed in the vicinity of buildings, roads, etc as well as trees and hedges. A dominant points algorithm is used to identify points of high curvature on a building or road, which act as initial nodes in the meshing process. A difficulty is that the resulting mesh may contain a very large number of nodes. However, the mesh generated may be useful to allow a high resolution FE model to act as a benchmark for a more practical lower resolution model. A further problem discussed will be how best to exploit data redundancy due to the high resolution of the LiDAR compared to that of a typical flood model. Problems occur if features have dimensions smaller than the model cell size e.g. for a 5m-wide embankment within a raster grid model with 15m cell size, the maximum height of the embankment locally could be assigned to each cell covering the embankment. But how could a 5m-wide ditch be represented? Again, this redundancy has been exploited to improve wetting/drying algorithms using the sub-grid-scale LiDAR heights within finite elements at the waterline.

Inferring animal husbandry strategies in coastal zones through stable isotope analysis: new evidence from the Flemish coastal plain (Belgium, 1st-15th century AD)

In a proof-of-concept study, Britton et al. (2008) demonstrated that the isotopic composition of halophytic plants can be traced in the skeletal tissues of their animal consumers. Here we apply the method to domestic herbivore remains (n = 303) from nine archaeological sites in or near the Flemish coastal plain (Belgium), where, prior to embankments, salt-marshes offered extensive pasture grounds for domestic herbivores. The sites span a period of ∼1500 years (Roman to late medieval period), during which the coastal landscape was progressively transformed from little managed wetlands to a fully embanked polder area. The bulk collagen data show variations between sites and over time, which are consistent with this historical framework and are interpreted as reflecting environmental change and differences in animal management in the coastal plain throughout the late Holocene. The study demonstrates the immense value of faunal stable isotope analysis for characterising coastal husbandry strategies beyond the means of traditional zooarchaeological techniques.

Utveckling av metod för att bedöma behovet av ogräsbekämpning i spår

A system for weed management on railway embankments that is both adapted to the environment and efficient in terms of resources requires knowledge and understanding about the growing conditions of vegetation so that methods to control its growth can be adapted accordingly. Automated records could complement present-day manual inspections and over time come to replace these. One challenge is to devise a method that will result in a reasonable breakdown of gathered information that can be managed rationally by affected parties and, at the same time, serve as a basis for decisions with sufficient precision. The project examined two automated methods that may be useful for the Swedish Transport Administration in the future: 1) A machine vision method, which makes use of camera sensors as a way of sensing the environment in the visible and near infrared spectrum; and 2) An N-Sensor method, which transmits light within an area that is reflected by the chlorophyll in the plants. The amount of chlorophyll provides a value that can be correlated with the biomass. The choice of technique depends on how the information is to be used. If the purpose is to form a general picture of the growth of vegetation on railway embankments as a way to plan for maintenance measures, then the N-Sensor technique may be the right choice. If the plan is to form a general picture as well as monitor and survey current and exact vegetation status on the surface over time as a way to fight specific vegetation with the correct means, then the machine vision method is the better of the two. Both techniques involve registering data using GPS positioning. In the future, it will be possible to store this information in databases that are directly accessible to stakeholders online during or in conjunction with measures to deal with the vegetation. The two techniques were compared with manual (visual) estimations as to the levels of vegetation growth. The observers (raters) visual estimation of weed coverage (%) differed statistically from person to person. In terms of estimating the frequency (number) of woody plants (trees and bushes) in the test areas, the observers were generally in agreement. The same person is often consistent in his or her estimation: it is the comparison with the estimations of others that can lead to misleading results. The system for using the information about vegetation growth requires development. The threshold for the amount of weeds that can be tolerated in different track types is an important component in such a system. The classification system must be capable of dealing with the demands placed on it so as to ensure the quality of the track and other pre-conditions such as traffic levels, conditions pertaining to track location, and the characteristics of the vegetation. The project recommends that the Swedish Transport Administration: Discusses how threshold values for the growth of vegetation on railway embankments can be determined Carries out registration of the growth of vegetation over longer and a larger number of railway sections using one or more of the methods studied in the project Introduces a system that effectively matches the information about vegetation to its position Includes information about the growth of vegetation in the records that are currently maintained of the track’s technical quality, and link the data material to other maintenance-related databases Establishes a number of representative surfaces in which weed inventories (by measuring) are regularly conducted, as a means of developing an overview of the long-term development that can serve as a basis for more precise prognoses in terms of vegetation growth Ensures that necessary opportunities for education are put in place

Three-dimensional slope stability assessment of two-layered undrained clay

This paper uses the finite element upper and lower bound limit analysis methods to investigate the three-dimensional (3D) slope stability of two-layered undrained clay slopes. The solutions obtained from the slope stability analyses are bracketed to within ±10% or better. For comparison purposes, results from two-dimensional (2D) analyses based on the numerical limit analysis methods and the conventional limit equilibrium method (LEM) are also discussed. This study shows that 3D boundary of a slope can have significant effects on the slope stability. In addition, the results are presented in the form of stability charts which can be convenient tools for practicing engineers.

Caracterização química e energética de briquetes produzidos com rejeitos de resíduos sólidos urbanos e madeira de Eucaliptus grandis

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Controle de erosão em estradas rurais não pavimentadas, utilizando sistema de terraceamento com gradiente associado a bacias de captação

Pós-graduação em Agronomia (Irrigação e Drenagem) - FCA

Uma contribuição metodológica ao estudo da dinâmica da paisagem aplicada a escolha de áreas para a construção de aterro sanitário em Presidente Prudente-SP

Pós-graduação em Geografia - FCT

Procedimentos metodológicos para o planejamento de obras e usos: uma abordagem geotécnica e geoambiental

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Crescimento de grama-esmeraldo em diferentes exposições e declinvidades

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Gestão de resíduos de demolição e da construção civil no município de Guaratinguetá-SP

The large volume of waste generated by construction and demolition has become increasingly a matter of concern to society. The handling and disposal of RCD's to gain prominence as over the years intensified the requirements for a sustainable world. This paper presents the positive and negative factors that the management of construction and demolition waste can bring in the municipality of Guaratinguetá-SP. This study examines the methods used in waste management since he was not done any treatment to the present day. Presents comparative tables on the feasibility of installing a central crushing of inert waste and implementation of an inert waste landfill in the municipality of Guaratinguetá and Cachoeira Paulista. And yet the work being done by the city of Guaratinguetá reuse the material in class A in paving roads

Mapeamento geológico-geontécnico de trecho da estrada vicinal na Serra de Itaqueri, Charqueada (SP)

Geological-geotechnical problems affecting escarps as well as embankment and fill slopes of roads and motorways may generate different types of unsteadiness, which are mainly arisen from the deficient knowledge about the physical environment. This results in unsuitable engineering projects and inadequate executions, which can be worsened by an occasional inappropriate maintenance of the construction. A geologically-geotechnically characterization of escarps and slopes is crucial in order to prevent these problems. This work deals with a geological-geotechnical study of 1:10.000 scale mapping in a stretch of a local road (CHQ-40) at the Serra de Itaqueri, Charqueada town, State of São Paulo. The stretch is known by several physical problems as erosion and mass movement. The methods of study were based on an integrative analysis of the diverse elements of the physical environment by using aerial photographs - to obtain the physiographic compartmentalization of terrain units - as well as field work - to accomplish the evaluation of the units by employing sketch lists. To achieve this, we selected several techniques in order to identify and classify different types of existing problems as erosion, landslide in embankments and fill slopes, rockfall, block rolling, among others. We also included the analysis of soil horizon, thickness and composition. The geological-geotechnical mapping resulted in six units: 1- Sandstones in cuesta’s backhill; 2 – Basalts in cuesta’s front; 3- Sandstones in cuesta’s front; 4 – Talus and colluvial deposits at cuesta’s foothill; 5- Sandstones of the Piramboia Formation in hillside; and 6 – Colluvial soil in the hill top. A characterization of the geological-geotechnical units is detailed, coupled to the cartographic material. Other cartographic products elaborated for this study included 1:10.000 maps of hypsometry, slope and curvature

Depósitos tecnogênicos na região noroeste de Goiânia (GO)

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Unconfined shear strength of compacted unsaturated plastic soils

A central goal in unsaturated soil mechanics research is to create a smooth transition between traditional soil mechanics approaches and an approach that is applicable to unsaturated soils. Undrained shear strength and the liquidity index of reconstituted or remoulded saturated soils are consistently correlated, which has been demonstrated by many studies. In the liquidity index range from 1 (at w(l)) to 0 (at w(p)), the shear strength ranges from approximately 2 kPa to 200 kPa. Similarly, for compacted soil, the shear strength at the plastic limit ranges from 150 kPa to 250 kPa. When compacted at their optimum water content, most soils have a suction that ranges from 20 kPa to 500 kPa; however, in the field, compacted materials are subjected to drying and wetting, which affect their initial suction and as a consequence their shear strength. Unconfined shear tests were performed on five compacted tropical soils and kaolin. Specimens were tested in the as-compacted condition, and also after undergoing drying or wetting. The test results and data from prior literature were examined, taking into account the roles of void ratio, suction, and relative water content. An interpretation of the phenomena that are involved in the development of the undrained shear strength of unsaturated soils in the contexts of soil water retention and Atterberg limits is presented, providing a practical view of the behaviour of compacted soil based on the concept of unsaturated soil. Finally, an empirical correlation is presented that relates the unsaturated state of compacted soils to the unconfined shear strength.

Laboratory and in situ studies on a compacted clayey silt fill

This paper presents laboratory and in situ studies carried out on a 200 000 m(3) large clayey silt compacted embankment. Laboratory studies carried out on undeformed block samples included index tests, strength tests and water retention curves using the filter paper technique. Grain size analyses with and without a deflocculating agent clearly showed the existence of grain clusters, which appear to be naturally formed. Field instrumentation installed at depths from 0.25 m to 1.0 m included tensiometers, equitensiometers, time domain reflectometry and geothermometers. Pluviometer data from a nearby weather station are also used to analyse the field data. The ranges of water content and suction values were measured, both of which correlated well with the pluviometer data. The water retention curves including laboratory and field data showed a bimodal shape, consistent with the presence of microand macropores shown in the grain size analysis.