998 resultados para Otindag Sand Land
Resumo:
Perhaps the most characteristic feature of our timesis that economic development has become the goal and ambition of people. The needs which this desire creates are immense they are of course urgent everywhere and they cannot be postponded. Consequently there was a frantic search for formulae of rapid economic development. It was claimed that agrarian reform is the indispensable condition for the development of productive forces and industrialization of the state.A key element in the land reform policy is the provision for ownership of land .Measures taken include redistribution of large estates ,assistance to tenants or labourers to acquire holdings and settlement schemes to establish new farming units on reclaimed or developed lands.In this thesis an attempt is made to evaluate the impact of these reforms on the agrarian structure in general and the scheduled caste in particular.
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The technique of reinforcing soil for foundation improvement is well established. This paper addresses the aspect of settlement of reinforced sand foundations, where the major part of the existing work deals with the aspect of bearing capacity. A detailed analysis is made paying individual attention to soil, reinforcement, and the interface between the two. A three-dimensional, nonlinear finite-element analysis is presented that uses a three-dimensional, nonlinear soil-reinforcement interface friction element, along with other threedimensional elements to model the system. The results of the analysis are compared with those from tests conducted in the laboratory and are found to be in good agreement. The studies lead to a better understanding of the behavior of the system at different stages of loading
Resumo:
The country has witnessed tremendous increase in the vehicle population and increased axle loading pattern during the last decade, leaving its road network overstressed and leading to premature failure. The type of deterioration present in the pavement should be considered for determining whether it has a functional or structural deficiency, so that appropriate overlay type and design can be developed. Structural failure arises from the conditions that adversely affect the load carrying capability of the pavement structure. Inadequate thickness, cracking, distortion and disintegration cause structural deficiency. Functional deficiency arises when the pavement does not provide a smooth riding surface and comfort to the user. This can be due to poor surface friction and texture, hydro planning and splash from wheel path, rutting and excess surface distortion such as potholes, corrugation, faulting, blow up, settlement, heaves etc. Functional condition determines the level of service provided by the facility to its users at a particular time and also the Vehicle Operating Costs (VOC), thus influencing the national economy. Prediction of the pavement deterioration is helpful to assess the remaining effective service life (RSL) of the pavement structure on the basis of reduction in performance levels, and apply various alternative designs and rehabilitation strategies with a long range funding requirement for pavement preservation. In addition, they can predict the impact of treatment on the condition of the sections. The infrastructure prediction models can thus be classified into four groups, namely primary response models, structural performance models, functional performance models and damage models. The factors affecting the deterioration of the roads are very complex in nature and vary from place to place. Hence there is need to have a thorough study of the deterioration mechanism under varied climatic zones and soil conditions before arriving at a definite strategy of road improvement. Realizing the need for a detailed study involving all types of roads in the state with varying traffic and soil conditions, the present study has been attempted. This study attempts to identify the parameters that affect the performance of roads and to develop performance models suitable to Kerala conditions. A critical review of the various factors that contribute to the pavement performance has been presented based on the data collected from selected road stretches and also from five corporations of Kerala. These roads represent the urban conditions as well as National Highways, State Highways and Major District Roads in the sub urban and rural conditions. This research work is a pursuit towards a study of the road condition of Kerala with respect to varying soil, traffic and climatic conditions, periodic performance evaluation of selected roads of representative types and development of distress prediction models for roads of Kerala. In order to achieve this aim, the study is focused into 2 parts. The first part deals with the study of the pavement condition and subgrade soil properties of urban roads distributed in 5 Corporations of Kerala; namely Thiruvananthapuram, Kollam, Kochi, Thrissur and Kozhikode. From selected 44 roads, 68 homogeneous sections were studied. The data collected on the functional and structural condition of the surface include pavement distress in terms of cracks, potholes, rutting, raveling and pothole patching. The structural strength of the pavement was measured as rebound deflection using Benkelman Beam deflection studies. In order to collect the details of the pavement layers and find out the subgrade soil properties, trial pits were dug and the in-situ field density was found using the Sand Replacement Method. Laboratory investigations were carried out to find out the subgrade soil properties, soil classification, Atterberg limits, Optimum Moisture Content, Field Moisture Content and 4 days soaked CBR. The relative compaction in the field was also determined. The traffic details were also collected by conducting traffic volume count survey and axle load survey. From the data thus collected, the strength of the pavement was calculated which is a function of the layer coefficient and thickness and is represented as Structural Number (SN). This was further related to the CBR value of the soil and the Modified Structural Number (MSN) was found out. The condition of the pavement was represented in terms of the Pavement Condition Index (PCI) which is a function of the distress of the surface at the time of the investigation and calculated in the present study using deduct value method developed by U S Army Corps of Engineers. The influence of subgrade soil type and pavement condition on the relationship between MSN and rebound deflection was studied using appropriate plots for predominant types of soil and for classified value of Pavement Condition Index. The relationship will be helpful for practicing engineers to design the overlay thickness required for the pavement, without conducting the BBD test. Regression analysis using SPSS was done with various trials to find out the best fit relationship between the rebound deflection and CBR, and other soil properties for Gravel, Sand, Silt & Clay fractions. The second part of the study deals with periodic performance evaluation of selected road stretches representing National Highway (NH), State Highway (SH) and Major District Road (MDR), located in different geographical conditions and with varying traffic. 8 road sections divided into 15 homogeneous sections were selected for the study and 6 sets of continuous periodic data were collected. The periodic data collected include the functional and structural condition in terms of distress (pothole, pothole patch, cracks, rutting and raveling), skid resistance using a portable skid resistance pendulum, surface unevenness using Bump Integrator, texture depth using sand patch method and rebound deflection using Benkelman Beam. Baseline data of the study stretches were collected as one time data. Pavement history was obtained as secondary data. Pavement drainage characteristics were collected in terms of camber or cross slope using camber board (slope meter) for the carriage way and shoulders, availability of longitudinal side drain, presence of valley, terrain condition, soil moisture content, water table data, High Flood Level, rainfall data, land use and cross slope of the adjoining land. These data were used for finding out the drainage condition of the study stretches. Traffic studies were conducted, including classified volume count and axle load studies. From the field data thus collected, the progression of each parameter was plotted for all the study roads; and validated for their accuracy. Structural Number (SN) and Modified Structural Number (MSN) were calculated for the study stretches. Progression of the deflection, distress, unevenness, skid resistance and macro texture of the study roads were evaluated. Since the deterioration of the pavement is a complex phenomena contributed by all the above factors, pavement deterioration models were developed as non linear regression models, using SPSS with the periodic data collected for all the above road stretches. General models were developed for cracking progression, raveling progression, pothole progression and roughness progression using SPSS. A model for construction quality was also developed. Calibration of HDM–4 pavement deterioration models for local conditions was done using the data for Cracking, Raveling, Pothole and Roughness. Validation was done using the data collected in 2013. The application of HDM-4 to compare different maintenance and rehabilitation options were studied considering the deterioration parameters like cracking, pothole and raveling. The alternatives considered for analysis were base alternative with crack sealing and patching, overlay with 40 mm BC using ordinary bitumen, overlay with 40 mm BC using Natural Rubber Modified Bitumen and an overlay of Ultra Thin White Topping. Economic analysis of these options was done considering the Life Cycle Cost (LCC). The average speed that can be obtained by applying these options were also compared. The results were in favour of Ultra Thin White Topping over flexible pavements. Hence, Design Charts were also plotted for estimation of maximum wheel load stresses for different slab thickness under different soil conditions. The design charts showed the maximum stress for a particular slab thickness and different soil conditions incorporating different k values. These charts can be handy for a design engineer. Fuzzy rule based models developed for site specific conditions were compared with regression models developed using SPSS. The Riding Comfort Index (RCI) was calculated and correlated with unevenness to develop a relationship. Relationships were developed between Skid Number and Macro Texture of the pavement. The effort made through this research work will be helpful to highway engineers in understanding the behaviour of flexible pavements in Kerala conditions and for arriving at suitable maintenance and rehabilitation strategies. Key Words: Flexible Pavements – Performance Evaluation – Urban Roads – NH – SH and other roads – Performance Models – Deflection – Riding Comfort Index – Skid Resistance – Texture Depth – Unevenness – Ultra Thin White Topping
Resumo:
This is a study of land use law in India. Land use Controls has been a subject of controversy since the human settlement. Gamut of control increased with human development. Now the controls are for many purposes.Nuisance created through various land use was tried to be avoidedthrough the common law controls7. Whether the utility of the activity outweighs the environmental consideration was the consideration before the court. A standard definition8 of nuisance could meet most of the problems relating to land use. Later on, planning and zoning laws brought in major changes. Health, safety and facilities of others attracted land use controls9. After the Stockholm the sphere of government interference increased. Several legislations were enacted. Existing legislations were modified. These come in conflict with the interests of different sections of society. Coastal Regulations10 and high range protection11 are manifestations of such unrest. A systematic study on these issues is of current interest. Exploring of some areas in this respect is also relevant in this respect.
Resumo:
Judged by their negative nutrient balances, low soil cover and low productivity, the predominant agro-pastoral farming systems in the Sudano-Sahelian zone of West Africa are highly unsustainable for crop production intensification. With kaolinite as the main clay type, the cation exchange capacity of the soils in this region, often less than 1 cmol_c kg^-1 soil, depends heavily on the organic carbon (Corg) content. However, due to low carbon sequestration and to the microbe, termite and temperature-induced rapid turnover rates of organic material in the present land-use systems, Corg contents of the topsoil are very low, ranging between 1 and 8 g kg^-1 in most soils. For sustainable food production, the availability of phosphorus (P) and nitrogen (N) has to be increased considerably in combination with an improvement in soil physical properties. Therefore, the adoption of innovative management options that help to stop or even reverse the decline in Corg typically observed after cultivating bush or rangeland is of utmost importance. To maintain food production for a rapidly growing population, targeted applications of mineral fertilisers and the effective recycling of organic amendments as crop residues and manure are essential. Any increase in soil cover has large effects in reducing topsoil erosion by wind and water and favours the accumulation of wind-blown dust high in bases which in turn improves P availability. In the future decision support systems, based on GIS, modelling and simulation should be used to combine (i) available fertiliser response data from on-station and on-farm research, (ii) results on soil productivity restoration with the application of mineral and organic amendments and (iii) our present understanding of the cause-effect relationships governing the prevailing soil degradation processes. This will help to predict the effectiveness of regionally differentiated soil fertility management approaches to maintain or even increase soil Corg levels.
Resumo:
The indigenous vegetation surrounding the river oases on the southern rim of the Taklamakan Desert has drastically diminished due to overexploitation as a source of fodder, timber and fuel for the human population. The change in the spatial extent of landscape forms and vegetation types around the Qira oasis was analyzed by comparing SPOT satellite images from 1998 with aerial photographs from 1956. The analysis was supplemented by field surveys in 1999 and 2000. The study is part of a joint Chinese-European project with the aim of assessing the current state of the foreland vegetation, of gathering information on the regeneration potential and of suggesting procedures for a sustainable management. With 33 mm of annual precipitation, plants can only grow if they have access to groundwater, lakes or rivers. Most of the available water comes into the desert via rivers in the form of seasonal flooding events resulting from snow melt in the Kun Lun Mountains. This water is captured in canal systems and used for irrigation of arable fields. Among the eight herbaceous and woody vegetation types and the type of open sand without any plant life that were mapped in 2000 in the oasis foreland, only the latter, the oasis border between cultivated land and open Populus euphratica forests and Tamarix ramosissima-Phragmites australis riverbed vegetation could be clearly identified on the photographs from 1956. The comparison of the images revealed that the oasis increased in area between 1956 and 2000. Shifting sand was successfully combated near to the oasis borders but increased in extent at the outward border of the foreland vegetation. In contrast to expectations, the area covered with Populus trees was smaller in 1956 than today due to some new forests in the north of the oasis that have grown up since 1977. Subfossil wood and leaf remnants of Populus euphratica that were found in many places in the foreland must have originated from forests destroyed before 1956. In the last 50 years, the main Qira River has shifted its bed significantly northward and developed a new furcation with a large new bed in 1986. The natural river dynamics are not only an important factor in forming the oasis’ landscape but also in providing the only possible regeneration sites for all occurring plant species. The conclusion of the study is that the oasis landscape has changed considerably in the last 50 years due to natural floodings and to vegetation degradation by human overexploitation. The trend towards decreasing width of the indigenous vegetation belt resulting from the advancing desert and the expansion of arable land is particularly alarming because a decrease in its protective function against shifting sand can be expected in the future.
Resumo:
Land use is a crucial link between human activities and the natural environment and one of the main driving forces of global environmental change. Large parts of the terrestrial land surface are used for agriculture, forestry, settlements and infrastructure. Given the importance of land use, it is essential to understand the multitude of influential factors and resulting land use patterns. An essential methodology to study and quantify such interactions is provided by the adoption of land-use models. By the application of land-use models, it is possible to analyze the complex structure of linkages and feedbacks and to also determine the relevance of driving forces. Modeling land use and land use changes has a long-term tradition. In particular on the regional scale, a variety of models for different regions and research questions has been created. Modeling capabilities grow with steady advances in computer technology, which on the one hand are driven by increasing computing power on the other hand by new methods in software development, e.g. object- and component-oriented architectures. In this thesis, SITE (Simulation of Terrestrial Environments), a novel framework for integrated regional sland-use modeling, will be introduced and discussed. Particular features of SITE are the notably extended capability to integrate models and the strict separation of application and implementation. These features enable efficient development, test and usage of integrated land-use models. On its system side, SITE provides generic data structures (grid, grid cells, attributes etc.) and takes over the responsibility for their administration. By means of a scripting language (Python) that has been extended by language features specific for land-use modeling, these data structures can be utilized and manipulated by modeling applications. The scripting language interpreter is embedded in SITE. The integration of sub models can be achieved via the scripting language or by usage of a generic interface provided by SITE. Furthermore, functionalities important for land-use modeling like model calibration, model tests and analysis support of simulation results have been integrated into the generic framework. During the implementation of SITE, specific emphasis was laid on expandability, maintainability and usability. Along with the modeling framework a land use model for the analysis of the stability of tropical rainforest margins was developed in the context of the collaborative research project STORMA (SFB 552). In a research area in Central Sulawesi, Indonesia, socio-environmental impacts of land-use changes were examined. SITE was used to simulate land-use dynamics in the historical period of 1981 to 2002. Analogous to that, a scenario that did not consider migration in the population dynamics, was analyzed. For the calculation of crop yields and trace gas emissions, the DAYCENT agro-ecosystem model was integrated. In this case study, it could be shown that land-use changes in the Indonesian research area could mainly be characterized by the expansion of agricultural areas at the expense of natural forest. For this reason, the situation had to be interpreted as unsustainable even though increased agricultural use implied economic improvements and higher farmers' incomes. Due to the importance of model calibration, it was explicitly addressed in the SITE architecture through the introduction of a specific component. The calibration functionality can be used by all SITE applications and enables largely automated model calibration. Calibration in SITE is understood as a process that finds an optimal or at least adequate solution for a set of arbitrarily selectable model parameters with respect to an objective function. In SITE, an objective function typically is a map comparison algorithm capable of comparing a simulation result to a reference map. Several map optimization and map comparison methodologies are available and can be combined. The STORMA land-use model was calibrated using a genetic algorithm for optimization and the figure of merit map comparison measure as objective function. The time period for the calibration ranged from 1981 to 2002. For this period, respective reference land-use maps were compiled. It could be shown, that an efficient automated model calibration with SITE is possible. Nevertheless, the selection of the calibration parameters required detailed knowledge about the underlying land-use model and cannot be automated. In another case study decreases in crop yields and resulting losses in income from coffee cultivation were analyzed and quantified under the assumption of four different deforestation scenarios. For this task, an empirical model, describing the dependence of bee pollination and resulting coffee fruit set from the distance to the closest natural forest, was integrated. Land-use simulations showed, that depending on the magnitude and location of ongoing forest conversion, pollination services are expected to decline continuously. This results in a reduction of coffee yields of up to 18% and a loss of net revenues per hectare of up to 14%. However, the study also showed that ecological and economic values can be preserved if patches of natural vegetation are conservated in the agricultural landscape. -----------------------------------------------------------------------
Resumo:
Im Rahmen der Fallstudie Harz sollte an der Schnittstelle zwischen Grundlagenforschung und angewandter Forschung ein Beitrag zur Klärung der Frage geleistet werden, inwieweit zwei Zuläufe der Sösetalsperre im Westharz versauert bzw. versauerungsgefährdet sind; aus diesem Stausee wird Trinkwasser für mehrere Gemeinden in Norddeutschland gewonnen. Die Belastung des fast vollständig bewaldeten Einzugsgebiets der Sösetalsperre mit luftbürtigen Schadstoffen (Saurer Regen) zählte zu den höchsten in Mitteleuropa. An jeweils drei Untersuchungsstellen der beiden Bäche Alte Riefensbeek (R1 bis R3) und Große Söse (S1 bis S3) wurden zwischen März 1987 und November 1988 Proben aus Moospolstern und dem hyporheischen Interstitial entnommen und physikalisch, chemisch und biologisch untersucht. Ergänzend wurden Wasserproben zwischen März 1986 und Oktober 1991 sowie vom April 1998 ebenso wie qualitative Fänge von Makroinvertebraten zwischen November 1986 und Juli 1990 sowie vom April 1998 ausgewertet. Die Analyse der tierischen Besiedlung der Moos- und Interstitialproben beschränkte sich auf die taxonomischen Gruppen Turbellaria (Strudelwürmer), Mollusca (Weichtiere), Amphipoda (Flohkrebse), Ephemeroptera (Eintagsfliegen), Plecoptera (Steinfliegen), Heteroptera (Wanzen), Megaloptera (Schlammfliegen), Coleoptera (Käfer), Trichoptera (Köcherfliegen) und Diptera (Zweiflügler). Der Grundsatz, daß normalverteilte und nicht normalverteilte Daten statistisch unterschiedlich behandelt werden müssen, wurde konsequent angewandt. Am Beispiel der Choriotopstruktur wurde gezeigt, daß die Auswahl des Analyseverfahrens das Ergebnis der ökologischen Interpretation multivariater statistischer Auswertung beeinflußt. Die Daten der Korngrößen-Verteilung wurden vergleichend einer univariaten und einer multivariaten statistischen Analyse unterworfen. Mit dem univariaten Verfahren wurden die Gradienten der ökologisch relevanten Korngrößen-Parameter eher erkannt als mit dem multivariaten Verfahren. Die Auswirkungen von Gewässerversauerung sowie anderer Umweltfaktoren (insgesamt 42 Faktoren) auf die Lebensgemeinschaften wurden anhand der Parameter Artenzahl, Besiedlungsdichte, Körpergröße und Biomasse untersucht. Abundanz, Biomasse und Körpergröße sowie die Umweltfaktoren wurden auf einem horizontalen Gradienten, d.h. im Längslauf der Bäche, und auf einem vertikalen Gradienten, d.h. fließende Welle / Bryorheon / Benthon versus Hyporheon, untersucht. Es wurde ein terminologisches System für die Kompartimente in der Fließgewässer-Aue vorgeschlagen, das in sich einheitlich ist. Es wurde ein neuer Moos-Vitalitätsindex für die Moospolster vorgestellt. Es wurden Bestimmungsschlüssel für die Larven der Chloroperlidae (Steinfliegen-Familie) und der Empididae (Tanzfliegen) in den beiden Harzbächen entwickelt. Die untersuchten Bachstrecken waren frei von Abwasserbelastung. An zwei Stellen wurde Wasser für einen Forellenteich ausgeleitet. Abgesehen von zwei meterhohen Abstürzen in der Großen Söse waren wasserbauliche Veränderungen ohne große Bedeutung. Das Abfluß-Regime war insofern nicht mehr natürlich, als beide Bäche in das System der bergbaulichen Bewässerungsgräben des Oberharzes eingebunden sind. Die Söse hatte ein F-nivopluviales Abfluß-Regime, der abflußreichste Doppelmonat war der März / April, die Unregelmäßigkeit des Abfluß-Regimes war sehr hoch, die Vorhersagbarkeit sehr niedrig, die monatlichen Abfluß-Maxima wiesen eine sehr geringe Konstanz auf. Der Zeitraum der biologischen Probenahme wurde von überdurchschnittlich vielen Tagen mit mäßig erhöhten Abflüssen geprägt, sehr große Hochwasser-Wellen fehlten aber. Die Abfluß-Dynamik wurde statistisch beschrieben. Das hydraulische Regime wurde anhand der Meßgrößen Fließgeschwindigkeit, Fließkraft und FROUDE-Zahl dargestellt. Der Zusammenhang zwischen Abfluß und Fließgeschwindigkeit auf der einen Seite und der Korngrößen-Verteilung auf der anderen Seite wurde statistisch untersucht, ebenfalls zwischen dem Abfluß und dem Kohlenstoff- und Stickstoff-Gehalt der Feinstpartikel sowie dem Wasserchemismus. In den Phasen ohne Hochwasser hatte das Hyporheal die Funktion einer Senke für Feinstkörner. Das Bachbett der Alten Riefensbeek war stabiler als das der Großen Söse. Insgesamt gesehen war das hyporheische Sediment in den quellnahen Abschnitten grobkörniger und auf den quellfernen Strecken feinkörniger. Der prozentuale Anteil der Feinstkörner im Hyporheal und Benthal nahm aber im Längslauf der Bäche ab. Dies ist ungewöhnlich, konnte aber nicht plausibel mit geologischen und hydrologischen Meßgrößen erklärt werden. Beide Bäche waren sommerkalt. Der Einfluß der Wassertemperatur auf die Larvalentwicklung wurde beispielhaft an den Taxa Baetis spp. und Leuctra gr. inermis untersucht. Es gab eine Tendenz, daß der Kohlenstoff- und Stickstoff-Gehalt der Feinstpartikel vom Benthal in das Hyporheal anstieg. Dies war ein weiterer Hinweis darauf, daß das Hyporheal die Funktion einer Senke und Vorratskammer für Nährstoffe hat. Der Zusammenhang zwischen partikulärer und gelöster Kohlenstoff-Fraktion wurde diskutiert. Im Hyporheon war die Nitrifikation nicht stärker als in der fließenden Welle. Es gab Hinweise, daß die sauren pH-Werte in der Großen Söse die Nitrifikation hemmten. Die Valenzen der Moos- und Tier-Taxa bezüglich Fließgeschwindigkeit, pH-Wert, Alkalinität sowie der Gehalte von Sauerstoff, Calcium, Magnesium, Kalium und Natrium wurden zusammengestellt. Das hyporheische Sediment war sehr grob und hatte eine hohe Porosität. Der Austausch zwischen fließender Welle und hyporheischem Wasser konnte deshalb sehr schnell erfolgen, es gab keine intergranulare Sprungschicht, die physikalischen und chemischen Tiefengradienten waren in den meisten Fällen gar nicht ausgeprägt oder nur sehr flach. Die Wassertemperatur des Freiwassers unterschied sich nicht signifikant von derjenigen im hyporheischen Wasser. Es gab -- von wenigen Ausnahmen bei pH-Wert, Leitfähigkeit und Sauerstoffgehalt abgesehen -- keine signifikanten Unterschiede zwischen dem Wasserchemismus der fließenden Welle und dem des Hyporheals. Die physikalischen und chemischen Voraussetzungen für die Refugialfunktion des Hyporheons waren deshalb für versauerungsempfindliche Taxa nicht gegeben. In der Tiefenverteilung der untersuchten Tiergruppen im Hyporheal lag das Maximum der Abundanz bzw. Biomasse häufiger in 10 cm als in 30 cm Tiefe. Daraus läßt sich aber keine allgemeine Gesetzmäßigkeit ableiten. Es wurde durchgehend die Definition angewendet, daß die Gewässerversauerung durch den Verlust an Pufferkapazität charakterisiert ist. Saure Gewässer können, müssen aber nicht versauert sein; versauerte Gewässer können, müssen aber nicht saures Wasser haben. Maßstab für das Pufferungsvermögen eines Gewässers ist nicht der pH-Wert, sondern sind die Alkalinität und andere chemische Versauerungsparameter. Der pH-Wert war auch operativ nicht als Indikator für Gewässerversauerung anwendbar. Die chemische Qualität des Bachwassers der Großen Söse entsprach aufgrund der Versauerung nicht den umweltrechtlichen Vorgaben bezüglich der Parameter pH-Wert, Aluminium, Eisen und Mangan, bzgl. Zink galt dies nur an S1. In der Alten Riefensbeek genügte das Hyporheal-Wasser in 30 cm Tiefe an R2 bzgl. des Sauerstoff-Gehalts nicht den umweltrechtlichen Anforderungen. Nur im Freiwasser an R1 genügten die Ammonium-Werte den Vorgaben der EG-Fischgewässer-Richtlinie, der Grenzwert wurde an allen anderen Meßstellen und Entnahmetiefen überschritten. Das BSB-Regime in allen Entnahmetiefen an R2, im Freiwasser an R3 und S1, im Hyporheal an R1 sowie in 30 cm Tiefe an R3 genügte nicht den Anforderungen der Fischgewässer-Richtlinie. Der Grenzwert für Gesamt-Phosphor wurde an S3 überschritten. In der Großen Söse war der Aluminium-Gehalt so hoch, daß anorganisches und organisches Aluminium unterschieden werden konnten. Besonders hohe Gehalte an toxischem anorganischen Aluminium wurden an Tagen mit Spitzen-Abflüssen und Versauerungsschüben gemessen. Erst die Ermittlung verschiedener chemischer Versauerungsparameter zeigte, daß auch die alkalischen Probestellen R2 und R3 mindestens versauerungsempfindlich waren. Die Messung bzw. Berechnung von chemischen Versauerungsparametern sollte deshalb zum Routineprogramm bei der Untersuchung von Gewässerversauerung gehören. Zu Beginn des Untersuchungsprogramms war angenommen worden, daß die mittleren und unteren Abschnitte der Alten Riefensbeek unversauert sind. Dieser Ansatz des Untersuchungsprogramms, einen unversauerten Referenzbach (Alte Riefensbeek) mit einem versauerten Bach (Große Söse) zu vergleichen, mußte nach der Berechnung von chemischen Versauerungsindikatoren sowie der Analyse der Abundanz- und Biomasse-Werte modifiziert werden. Es gab einen Versauerungsgradienten entlang der Probestellen: R1 (unversauert) R2 und R3 (versauerungsempfindlich bis episodisch leicht versauert) S2 und S3 (dauerhaft versauert) S1 (dauerhaft stark versauert). An S1 war das Hydrogencarbonat-Puffersystem vollständig, an S2 und S3 zeitweise ausgefallen. Die Versauerungslage an R2 und R3 war also schlechter als vorausgesehen. Unterschiede im Versauerungsgrad zwischen den Meßstellen waren nicht so sehr in unterschiedlichen Eintragsraten von versauernden Stoffen aus der Luft begründet, sondern in unterschiedlichen Grundgesteinen mit unterschiedlichem Puffervermögen. Der Anteil der verschiedenen sauren Anionen an der Versauerung wurde untersucht, die chemischen Versauerungsmechanismen wurden mit Hilfe von Ionenbilanzen und verschiedenen Versauerungsquotienten analysiert. Die beiden untersuchten Bäche waren von anthropogener Versauerung betroffen. Dabei spielte die Schwefel-Deposition (Sulfat) eine größere Rolle als die Stickstoff-Deposition (Nitrat). Die Probestelle S1 war immer schon in unbekanntem Maß natürlich sauer. Dieser natürlich saure Zustand wurde von der hinzugekommenen anthropogenen Versauerung bei weitem überragt. Die wenigen gewässerökologischen Daten, die im Wassereinzugsgebiet der Söse vor 1986 gewonnen wurden, deuten darauf hin, daß die Versauerung in den 70er und in der ersten Hälfte der 80er Jahre vom Boden und Gestein in die Bäche durchgeschlagen war. Dieser Versauerungsprozeß begann vermutlich vor 1973 in den Quellen auf dem Acker-Bruchberg und bewegte sich im Laufe der Jahre immer weiter talwärts in Richtung Trinkwasser-Talsperre. Der Mangel an (historischen) freilandökologischen Grundlagendaten war nicht nur im Untersuchungsgebiet, sondern ist allgemein in der Versauerungsforschung ein Problem. Wenn sich das Vorkommen von nah verwandten Arten (weitgehend) ausschließt, kann dies an der Versauerung liegen, z.B. war die Alte Riefensbeek ein Gammarus-Bach, die Große Söse ein Niphargus-Bach; dieses muß aber nicht an der Versauerung liegen, z.B. fehlte Habroleptoides confusa im Hyporheos an R3, Habrophlebia lauta hatte dagegen ihr Abundanz- und Biomasse-Maximum an R3. Zugleich lag das Maximum des prozentualen Anteils von Grobsand an R3, eine mögliche Ursache für diese interspezifische Konkurrenz. Die biologische Indikation von Gewässerversauerung mit Hilfe der Säurezustandsklassen funktionierte nicht in den beiden Harzbächen. Es wurde deshalb ein biologischer Versauerungsindex vorgeschlagen; dieser wurde nicht am pH-Wert kalibriert, sondern an der chemischen Versauerungslage, gekennzeichnet durch die Alkalinität und andere chemische Meßgrößen der Versauerung. Dafür wurden aufgrund der qualitativen und quantitativen Daten die häufigeren Taxa in die vier Klassen deutlich versauerungsempfindlich, mäßig versauerungsempfindlich, mäßig versauerungstolerant und deutlich versauerungstolerant eingeteilt. Es reicht nicht aus, die biologischen Folgen von Gewässerversauerung sowie Veränderungen in der Nährstoff-Verfügbarkeit und im sonstigen Wasserchemismus nur anhand der Artenzahl oder des Artenspektrums abzuschätzen. Vielmehr müssen quantitative Methoden wie die Ermittlung der Abundanzen angewandt werden, um anthropogene und natürliche Störungen des Ökosystems zu erfassen. Es wurde eine Strategie für die behördliche Gewässergüteüberwachung von Bachoberläufen vorgeschlagen, die flächendeckend die Versauerungsgefährdung erfassen kann. Die Auswirkungen der zeitlichen Dynamik des Versauerungschemismus wurden am Beispiel des versauerungsempfindlichen Taxons Baetis spp. (Eintagsfliegen) dargestellt. An S2 und S3 kam es zu starken Versauerungsschüben. Baetis konnte sich nicht ganzjährig halten, sondern nur in versauerungsarmen Phasen im Sommer und im Herbst; es gab einen Besiedlungskreislauf aus Ausrottungs- und Wiederbesiedlungsphasen. Die temporäre Population von Baetis an S2 und S3 bestand nur aus ersten Larvenstadien. Die Probestellen wurden auf horizontalen Gradienten der Umweltfaktoren angeordnet. Bei einigen Parametern gab es keinen Gradienten (z.B. Sauerstoff-Gehalt), bei anderen Parametern waren die Meßstellen auf sehr flachen Gradienten angeordnet (z.B. C:N-Quotient der Feinstkörner), bei den restlichen Meßgrößen waren die Gradienten sehr deutlich (z.B. Alkalinität). Bei den Längsgradienten von Abundanz und Biomasse waren alle Möglichkeiten vertreten: Zunahme (z.B. Leuctra pseudosignifera), Abnahme (z.B. Gammarus pulex), Maximum an der mittleren Probestelle (z.B. Leuctra pseudocingulata) und kein signifikanter Trend (z.B. Nemoura spp.). Abundanz und Biomasse zahlreicher taxonomischer Einheiten hatten ihr Maximum im Längslauf an den quellnächsten Probestellen R1 und S1, z.B. Protonemura spp. und Plectrocnemia spp. Die Lebensgemeinschaften an R1 und S1 waren allerdings völlig unterschiedlich zusammengesetzt. Die häufig vertretene Annahme, versauerte Gewässer seien biologisch tot, ist falsch. Unter Anwendung des 3. biozönotischen Grundprinzips wurde das Maximum von Abundanz und Biomasse in den quellnahen Abschnitten mit dem eustatistischen (stabilen) Regime von Wassertemperatur, Abfluß und Protonen-Gehalt, in der Alten Riefensbeek auch von Alkalinität und ALMER-Relation erklärt. Aufgrund der natürlichen und anthropogenen Störungen war im Längslauf der untersuchten Bäche keine natürliche biozönotische Gliederung des Artenbestands erkennbar. Die Korrelationsberechnungen zwischen den Umweltfaktoren und der Taxazahl ergaben, daß in erster Linie versauerungsrelevante Parameter -- Gehalte saurer Anionen, basischer Kationen und von Metallen, Alkalinität usw. -- die höchsten Korrelationskoeffizienten mit der Taxa-Zahl hatten; unter den natürlichen Meßgrößen zählten nur die Gehalte von DOC und TIC sowie der Anteil der Sande zu der Gruppe mit den höchsten Korrelationskoeffizienten. Die Korrelationsberechnungen zwischen den Umweltfaktoren und den Abundanzen ergab dagegen, daß die quantitative Zusammensetzung der Lebensgemeinschaft nicht nur durch die anthropogene Gewässerversauerung, sondern mindestens genauso durch einige natürliche Meßgrößen beeinflußt wurde. Es gab in den Harzbächen keinen ökologischen Superfaktor, der die quantitative Zusammensetzung der Lebensgemeinschaft überwiegend bestimmte. Auch die Meßgrößen der anthropogenen Gewässerversauerung waren nicht solch ein Superfaktor. Einen ähnlich hohen Einfluß auf die quantitative Zusammensetzung der Lebensgemeinschaft hatten die geologisch bestimmten Umweltfaktoren Leitfähigkeit und TIC-Gehalt, der von der Landnutzung bestimmte DOC-Gehalt sowie der Chlorid-Gehalt, der geologisch, möglicherweise aber auch durch den Eintrag von Straßensalz bestimmt wird. Die Mischung von anthropogenen und natürlichen Faktoren wurde in einem Modell der Wirkung von abiotischen Faktoren auf Bryorheos und Hyporheos dargestellt. Als Beispiel für die zeitliche Nutzung ökologischer Nischen wurde die Verteilung der Larven und Adulten der Dryopidae (Hakenkäfer) im Hyporheos und Bryorheos untersucht. Die Larven wurden vorzugsweise im Hyporheon, die Adulten im Bryorheon angetroffen. Die untersuchten Taxa wurden in die Varianten bryorheobiont, bryorheophil, bryorheotolerant, bryorheoxen und bryorheophob bzw. hyporheobiont, hyporheophil, hyporheotolerant, hyporheoxen und hyporheophob eingeteilt, um ihre räumliche Nutzung ökologischer Nischen zu beschreiben. Die gängige Lehrmeinung, daß das Hyporheon die Kinderstube benthaler Makroinvertebraten ist, konnte für zahlreiche Taxa bestätigt werden (z.B. Habrophlebia lauta). Für die bryorheophilen Taxa (z.B. Gammarus pulex und Baetis spp.) trifft diese Lehrmeinung in den beiden Harzbächen nicht zu. Vielmehr übernimmt das Bryorheon die Funktion einer Kinderstube. Die Larven von Plectrocnemia conspersa / geniculata sowie von Baetis spp. und Amphinemura spp. / Protonemura spp. neben Gammarus pulex zeigten eine Habitatbindung, die erstgenannte Gattung an das Hyporheal, die letztgenannten 3 Taxa an untergetauchte Moospolster (Bryorheal). Die Idee von der Funktion des Hyporheals als Kinderstube der Larven und Jungtiere, als Schutzraum gegen die Verdriftung durch Strömung und vor Fraßdruck durch Räuber sowie als Ort hohen Nahrungsangebots mußte für die letztgenannten 3 Taxa abgelehnt werden. Für sie übernahm das Bryorheal diese Aufgaben. Zwar waren die beiden Bäche oligotroph und die Nahrungsqualität der Feinstkörner im Hyporheal war niedrig. Die Abundanz- und Biomasse-Werte im Bryorheos und Hyporheos gehörten aber zu den weltweit höchsten. Es wurde das Paradoxon diskutiert, daß im Hyporheon der beiden Bäche Diatomeen-Rasen gefunden wurden, obwohl das Hyporheon lichtlos sein soll. Das Hyporheon wurde als ein Ökoton zwischen Benthon / Rheon und Stygon angesehen. Es wurden vier Haupttypen des Hyporheons beschrieben. Wegen des sehr unterschiedlichen Charakters des Hyporheons in verschiedenen Fließgewässern gibt es keinen einheitlichen Satz von abiotischen und biotischen Faktoren, mit denen das Hyporheon vom Benthon und Stygon abgegrenzt werden kann. In den beiden Harzbächen ähnelte das Hyporheon mehr dem Benthon als dem Stygon. Es konnte nicht anhand der chemischen Meßgrößen vom Benthon abgegrenzt werden, sondern anhand der physikalischen Meßgrößen Trübung und der Anteile von Feinsand und Schluffe/Tone sowie anhand der biologischen Parameter Summen-Abundanz und Summen-Biomasse. Aus der Typologie des Hyporheons folgt, daß ein bestimmtes Hyporheon nicht alle in der Literatur beschriebenen Funktionen innerhalb der Fließgewässer-Aue übernehmen kann. Es wurde ein Schema entwickelt, mit dem sich die optimale Liste der Parameter für die Untersuchung eines bestimmten Hyporheons auswählen läßt. Der Tendenz in der Fließgewässer-Ökologie, immer neue Konzepte zu entwickeln, die allgemeingültig sein sollen, wurde das Konzept vom individuellen Charakter von Fließgewässer-Ökosystemen entgegengestellt.
Resumo:
The 21st century has brought new challenges for forest management at a time when globalization in world trade is increasing and global climate change is becoming increasingly apparent. In addition to various goods and services like food, feed, timber or biofuels being provided to humans, forest ecosystems are a large store of terrestrial carbon and account for a major part of the carbon exchange between the atmosphere and the land surface. Depending on the stage of the ecosystems and/or management regimes, forests can be either sinks, or sources of carbon. At the global scale, rapid economic development and a growing world population have raised much concern over the use of natural resources, especially forest resources. The challenging question is how can the global demands for forest commodities be satisfied in an increasingly globalised economy, and where could they potentially be produced? For this purpose, wood demand estimates need to be integrated in a framework, which is able to adequately handle the competition for land between major land-use options such as residential land or agricultural land. This thesis is organised in accordance with the requirements to integrate the simulation of forest changes based on wood extraction in an existing framework for global land-use modelling called LandSHIFT. Accordingly, the following neuralgic points for research have been identified: (1) a review of existing global-scale economic forest sector models (2) simulation of global wood production under selected scenarios (3) simulation of global vegetation carbon yields and (4) the implementation of a land-use allocation procedure to simulate the impact of wood extraction on forest land-cover. Modelling the spatial dynamics of forests on the global scale requires two important inputs: (1) simulated long-term wood demand data to determine future roundwood harvests in each country and (2) the changes in the spatial distribution of woody biomass stocks to determine how much of the resource is available to satisfy the simulated wood demands. First, three global timber market models are reviewed and compared in order to select a suitable economic model to generate wood demand scenario data for the forest sector in LandSHIFT. The comparison indicates that the ‘Global Forest Products Model’ (GFPM) is most suitable for obtaining projections on future roundwood harvests for further study with the LandSHIFT forest sector. Accordingly, the GFPM is adapted and applied to simulate wood demands for the global forestry sector conditional on selected scenarios from the Millennium Ecosystem Assessment and the Global Environmental Outlook until 2050. Secondly, the Lund-Potsdam-Jena (LPJ) dynamic global vegetation model is utilized to simulate the change in potential vegetation carbon stocks for the forested locations in LandSHIFT. The LPJ data is used in collaboration with spatially explicit forest inventory data on aboveground biomass to allocate the demands for raw forest products and identify locations of deforestation. Using the previous results as an input, a methodology to simulate the spatial dynamics of forests based on wood extraction is developed within the LandSHIFT framework. The land-use allocation procedure specified in the module translates the country level demands for forest products into woody biomass requirements for forest areas, and allocates these on a five arc minute grid. In a first version, the model assumes only actual conditions through the entire study period and does not explicitly address forest age structure. Although the module is in a very preliminary stage of development, it already captures the effects of important drivers of land-use change like cropland and urban expansion. As a first plausibility test, the module performance is tested under three forest management scenarios. The module succeeds in responding to changing inputs in an expected and consistent manner. The entire methodology is applied in an exemplary scenario analysis for India. A couple of future research priorities need to be addressed, particularly the incorporation of plantation establishments; issue of age structure dynamics; as well as the implementation of a new technology change factor in the GFPM which can allow the specification of substituting raw wood products (especially fuelwood) by other non-wood products.
Resumo:
Land use has become a force of global importance, considering that 34% of the Earth’s ice-free surface was covered by croplands or pastures in 2000. The expected increase in global human population together with eminent climate change and associated search for energy sources other than fossil fuels can, through land-use and land-cover changes (LUCC), increase the pressure on nature’s resources, further degrade ecosystem services, and disrupt other planetary systems of key importance to humanity. This thesis presents four modeling studies on the interplay between LUCC, increased production of biofuels and climate change in four selected world regions. In the first study case two new crop types (sugarcane and jatropha) are parameterized in the LPJ for managed Lands dynamic global vegetation model for calculation of their potential productivity. Country-wide spatial variation in the yields of sugarcane and jatropha incurs into substantially different land requirements to meet the biofuel production targets for 2015 in Brazil and India, depending on the location of plantations. Particularly the average land requirements for jatropha in India are considerably higher than previously estimated. These findings indicate that crop zoning is important to avoid excessive LUCC. In the second study case the LandSHIFT model of land-use and land-cover changes is combined with life cycle assessments to investigate the occurrence and extent of biofuel-driven indirect land-use changes (ILUC) in Brazil by 2020. The results show that Brazilian biofuels can indeed cause considerable ILUC, especially by pushing the rangeland frontier into the Amazonian forests. The carbon debt caused by such ILUC would result in no carbon savings (from using plant-based ethanol and biodiesel instead of fossil fuels) before 44 years for sugarcane ethanol and 246 years for soybean biodiesel. The intensification of livestock grazing could avoid such ILUC. We argue that such an intensification of livestock should be supported by the Brazilian biofuel sector, based on the sector’s own interest in minimizing carbon emissions. In the third study there is the development of a new method for crop allocation in LandSHIFT, as influenced by the occurrence and capacity of specific infrastructure units. The method is exemplarily applied in a first assessment of the potential availability of land for biogas production in Germany. The results indicate that Germany has enough land to fulfill virtually all (90 to 98%) its current biogas plant capacity with only cultivated feedstocks. Biogas plants located in South and Southwestern (North and Northeastern) Germany might face more (less) difficulties to fulfill their capacities with cultivated feedstocks, considering that feedstock transport distance to plants is a crucial issue for biogas production. In the fourth study an adapted version of LandSHIFT is used to assess the impacts of contrasting scenarios of climate change and conservation targets on land use in the Brazilian Amazon. Model results show that severe climate change in some regions by 2050 can shift the deforestation frontier to areas that would experience low levels of human intervention under mild climate change (such as the western Amazon forests or parts of the Cerrado savannas). Halting deforestation of the Amazon and of the Brazilian Cerrado would require either a reduction in the production of meat or an intensification of livestock grazing in the region. Such findings point out the need for an integrated/multicisciplinary plan for adaptation to climate change in the Amazon. The overall conclusions of this thesis are that (i) biofuels must be analyzed and planned carefully in order to effectively reduce carbon emissions; (ii) climate change can have considerable impacts on the location and extent of LUCC; and (iii) intensification of grazing livestock represents a promising venue for minimizing the impacts of future land-use and land-cover changes in Brazil.
Resumo:
An analysis of historical Corona images, Landsat images, recent radar and Google Earth® images was conducted to determine land use and land cover changes of oases settlements and surrounding rangelands at the fringe of the Altay Mountains from 1964 to 2008. For the Landsat datasets supervised classification methods were used to test the suitability of the Maximum Likelihood Classifier with subsequent smoothing and the Sequential Maximum A Posteriori Classifier (SMAPC). The results show a trend typical for the steppe and desert regions of northern China. From 1964 to 2008 farmland strongly increased (+ 61%), while the area of grassland and forest in the floodplains decreased (- 43%). The urban areas increased threefold and 400 ha of former agricultural land were abandoned. Farmland apparently affected by soil salinity decreased in size from 1990 (1180 ha) to 2008 (630 ha). The vegetated areas of the surrounding rangelands decreased, mainly as a result of overgrazing and drought events.The SMAPC with subsequent post processing revealed the highest classification accuracy. However, the specific landscape characteristics of mountain oasis systems required labour intensive post processing. Further research is needed to test the use of ancillary information for an automated classification of the examined landscape features.
Resumo:
The surge in the urban population evident in most developing countries is a worldwide phenomenon, and often the result of drought, conflicts, poverty and the lack of education opportunities. In parallel with the growth of the cities is the growing need for food which leads to the burgeoning expansion of urban and peri-urban agriculture (UPA). In this context, urban agriculture (UA) contributes significantly to supplying local markets with both vegetable and animal produce. As an income generating activity, UA also contributes to the livelihoods of poor urban dwellers. In order to evaluate the nutrient status of urban soils in relation to garden management, this study assessed nutrient fluxes (inputs and outputs) in gardens on urban Gerif soils on the banks of the River Nile in Khartoum, the capital city of Sudan. To achieve this objective, a preliminary baseline survey was carried out to describe the structure of the existing garden systems. In cooperation with the author of another PhD thesis (Ms. Ishtiag Abdalla), alternative uses of cow dung in brick making kilns in urban Khartoum were assessed; and the socio-economic criteria of the brick kiln owners or agents, economical and plant nutritional value of animal dung and the gaseous emission related to brick making activities were assessed. A total of 40 household heads were interviewed using a semi-structured questionnaire to collect information on demographic, socio-economic and migratory characteristics of the household members, the gardening systems used and the problems encountered in urban gardening. Based on the results of this survey, gardens were divided into three groups: mixed vegetable-fodder gardens, mixed vegetable-subsistence livestock gardens and pure vegetable gardens. The results revealed that UA is the exclusive domain of men, 80% of them non-native to Khartoum. The harvested produce in all gardens was market oriented and represented the main source of income for 83% of the gardeners. Fast growing leafy vegetables such as Jew’s mallow (Corchorous olitorius L.), purslane (Portulaca oleracea L.) and rocket (Eruca sativa Mill.) were the dominant cultivated species. Most of the gardens (95%) were continuously cultivated throughout the year without any fallow period, unless they were flooded. Gardeners were not generally aware of the importance of crop diversity, which may help them overcome the strongly fluctuating market prices for their produce and thereby strengthen the contributions of UA to the overall productivity of the city. To measure nutrient fluxes, four gardens were selected and their nutrients inputs and outputs flows were monitored. In each garden, all plots were monitored for quantification of nutrient inputs and outputs. To determine soil chemical fertility parameters in each of the studied gardens, soil samples were taken from three selected plots at the beginning of the study in October 2007 (gardens L1, L2 and H1) and in April 2008 (garden H2) and at the end of the study period in March 2010. Additional soil sampling occurred in May 2009 to assess changes in the soil nutrient status after the River Nile flood of 2008 had receded. Samples of rain and irrigation water (river and well-water) were analyzed for nitrogen (N), phosphorus (P), potassium (K) and carbon (C) content to determine their nutrient inputs. Catchment traps were installed to quantify the sediment yield from the River Nile flood. To quantify the nutrient inputs of sediments, samples were analyzed for N, P, K and organic carbon (Corg) content, cation exchange capacity (CEC) and the particle size distribution. The total nutrient inputs were calculated by multiplying the sediment nutrient content by total sediment deposits on individual gardens. Nutrient output in the form of harvested yield was quantified at harvest of each crop. Plant samples from each field were dried, and analyzed for their N, P, K and Corg content. Cumulative leaching losses of mineral N and P were estimated in a single plot in garden L1 from December 1st 2008 to July 1st 2009 using 12 ion exchange resins cartridges. Nutrients were extracted and analyzed for nitrate (NO3--N), ammonium (NH4+-N) and phosphate PO4-3-P. Changes in soil nutrient balance were assessed as inputs minus outputs. The results showed that across gardens, soil N and P concentrations increased from 2007 to 2009, while particle size distribution remained unchanged. Sediment loads and their respective contents of N, P and Corg decreased significantly (P < 0.05) from the gardens of the downstream lowlands (L1 and L2) to the gardens of the upstream highlands (H1 and H2). No significant difference was found in K deposits. None of the gardens received organic fertilizers and the only mineral fertilizer applied was urea (46-0-0). This equaled 29, 30, 54, and 67% of total N inputs to gardens L1, L2, H1, and H2, respectively. Sediment deposits of the River Nile floods contributed on average 67, 94, 6 and 42% to the total N, P, K and C inputs in lowland gardens and 33, 86, 4 and 37% of total N, P, K and C inputs in highland gardens. Irrigation water and rainfall contributed substantially to K inputs representing 96, 92, 94 and 96% of total K influxes in garden L1, L2, H1 and H2, respectively. Following the same order, total annual DM yields in the gardens were 26, 18, 16 and 1.8 t ha-1. Annual leaching losses were estimated to be 0.02 kg NH4+-N ha-1 (SE = 0.004), 0.03 kg NO3--N ha-1 (SE = 0.002) and 0.005 kg PO4-3-P ha-1 (SE = 0.0007). Differences between nutrient inputs and outputs indicated negative nutrient balances for P and K and positive balances of N and C for all gardens. The negative balances in P and K call for adoptions of new agricultural techniques such as regular manure additions or mulching which may enhance the soil organic matter status. A quantification of fluxes not measured in our study such as N2-fixation, dry deposition and gaseous emissions of C and N would be necessary to comprehensively assess the sustainability of these intensive gardening systems. The second part of the survey dealt with the brick making kilns. A total of 50 brick kiln owners/or agents were interviewed from July to August 2009, using a semi-structured questionnaire. The data collected included general information such as age, family size, education, land ownership, number of kilns managed and/or owned, number of months that kilns were in operation, quantity of inputs (cow dung and fuel wood) used, prices of inputs and products across the production season. Information related to the share value of the land on which the kilns were built and annual income for urban farmers and annual returns from dung for the animal raisers was also collected. Using descriptive statistics, budget calculation and Gini coefficient, the results indicated that renting the land to brick making kilns yields a 5-fold higher return than the rent for agriculture. Gini coefficient showed that the kiln owners had a more equal income distribution compared to farmers. To estimate emission of greenhouse gases (GHGs) and losses of N, P, K, Corg and DM from cow dung when used in brick making, samples of cow dung (loose and compacted) were collected from different kilns and analyzed for their N, P, K and Corg content. The procedure modified by the Intergovernmental Panel on Climate Change (IPCC, 1994) was used to estimate the gaseous emissions of cow dung and fuel wood. The amount of deforested wood was estimated according to the default values for wood density given by Dixon et al. (1991) and the expansion ratio for branches and small trees given by Brown et al. (1989). The data showed the monetary value of added N and P from cow dung was lower than for mineral fertilizers. Annual consumption of compacted dung (381 t DM) as biomass fuel by far exceeded the consumption of fuel wood (36 t DM). Gaseous emissions from cow dung and fuel wood were dominated by CO2, CO and CH4. Considering that Gerif land in urban Khartoum supports a multifunctional land use system, efficient use of natural resources (forest, dung, land and water) will enhance the sustainability of the UA and brick making activities. Adoption of new kilns with higher energy efficiency will reduce the amount of biomass fuels (cow dung and wood) used the amount of GHGs emitted and the threat to the few remaining forests.
Resumo:
In Khartoum (Sudan) a particular factor shaping urban land use is the rapid expansion of red brick making (BM) for the construction of houses which occurs on the most fertile agricultural Gerif soils along the Nile banks. The objectives of this study were to assess the profitability of BM, to explore the income distribution among farmers and kiln owners, to measure the dry matter (DM), nitrogen (N), phosphorus (P), potassium (K) and organic carbon (C_org) in cow dung used for BM, and to estimate the greenhouse gas (GHG) emissions from burned biomass fuel (cow dung and fuel wood). About 49 kiln owners were interviewed in 2009 using a semi-structured questionnaire that allowed to record socio-economic and variable cost data for budget calculations, and determination of Gini coefficients. Samples of cow dung were collected directly from the kilns and analyzed for their nutrients concentrations. To estimate GHG emissions a modified approach of the Intergovernmental Panel on Climate Change (IPCC) was used. The land rental value from red brick kilns was estimated at 5-fold the rental value from agriculture and the land rent to total cost ratio was 29% for urban farms compared to 6% for BM. The Gini coefficients indicated that income distribution among kiln owners was more equal than among urban farmers. Using IPCC default values the 475, 381, and 36 t DM of loose dung, compacted dung, and fuel wood used for BM emit annually 688, 548, and 60 t of GHGs, respectively.