953 resultados para non-content method
Resumo:
This paper presents a Robust Content Based Video Retrieval (CBVR) system. This system retrieves similar videos based on a local feature descriptor called SURF (Speeded Up Robust Feature). The higher dimensionality of SURF like feature descriptors causes huge storage consumption during indexing of video information. To achieve a dimensionality reduction on the SURF feature descriptor, this system employs a stochastic dimensionality reduction method and thus provides a model data for the videos. On retrieval, the model data of the test clip is classified to its similar videos using a minimum distance classifier. The performance of this system is evaluated using two different minimum distance classifiers during the retrieval stage. The experimental analyses performed on the system shows that the system has a retrieval performance of 78%. This system also analyses the performance efficiency of the low dimensional SURF descriptor.
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The presence of microcalcifications in mammograms can be considered as an early indication of breast cancer. A fastfractal block coding method to model the mammograms fordetecting the presence of microcalcifications is presented in this paper. The conventional fractal image coding method takes enormous amount of time during the fractal block encoding.procedure. In the proposed method, the image is divided intoshade and non shade blocks based on the dynamic range, andonly non shade blocks are encoded using the fractal encodingtechnique. Since the number of image blocks is considerablyreduced in the matching domain search pool, a saving of97.996% of the encoding time is obtained as compared to theconventional fractal coding method, for modeling mammograms.The above developed mammograms are used for detectingmicrocalcifications and a diagnostic efficiency of 85.7% isobtained for the 28 mammograms used.
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:
Salient pole brushless alternators coupled to IC engines are extensively used as stand-by power supply units for meeting in- dustrial power demands. Design of such generators demands high power to weight ratio, high e ciency and low cost per KVA out- put. Moreover, the performance characteristics of such machines like voltage regulation and short circuit ratio (SCR) are critical when these machines are put into parallel operation and alterna- tors for critical applications like defence and aerospace demand very low harmonic content in the output voltage. While designing such alternators, accurate prediction of machine characteristics, including total harmonic distortion (THD) is essential to mini- mize development cost and time. Total harmonic distortion in the output voltage of alternators should be as low as possible especially when powering very sophis- ticated and critical applications. The output voltage waveform of a practical AC generator is replica of the space distribution of the ux density in the air gap and several factors such as shape of the rotor pole face, core saturation, slotting and style of coil disposition make the realization of a sinusoidal air gap ux wave impossible. These ux harmonics introduce undesirable e ects on the alternator performance like high neutral current due to triplen harmonics, voltage distortion, noise, vibration, excessive heating and also extra losses resulting in poor e ciency, which in turn necessitate de-rating of the machine especially when connected to non-linear loads. As an important control unit of brushless alternator, the excitation system and its dynamic performance has a direct impact on alternator's stability and reliability. The thesis explores design and implementation of an excitation i system utilizing third harmonic ux in the air gap of brushless al- ternators, using an additional auxiliary winding, wound for 1=3rd pole pitch, embedded into the stator slots and electrically iso- lated from the main winding. In the third harmonic excitation system, the combined e ect of two auxiliary windings, one with 2=3rd pitch and another third harmonic winding with 1=3rd pitch, are used to ensure good voltage regulation without an electronic automatic voltage regulator (AVR) and also reduces the total harmonic content in the output voltage, cost e ectively. The design of the third harmonic winding by analytic methods demands accurate calculation of third harmonic ux density in the air gap of the machine. However, precise estimation of the amplitude of third harmonic ux in the air gap of a machine by conventional design procedures is di cult due to complex geome- try of the machine and non-linear characteristics of the magnetic materials. As such, prediction of the eld parameters by conven- tional design methods is unreliable and hence virtual prototyping of the machine is done to enable accurate design of the third har- monic excitation system. In the design and development cycle of electrical machines, it is recognized that the use of analytical and experimental methods followed by expensive and in exible prototyping is time consum- ing and no longer cost e ective. Due to advancements in com- putational capabilities over recent years, nite element method (FEM) based virtual prototyping has become an attractive al- ternative to well established semi-analytical and empirical design methods as well as to the still popular trial and error approach followed by the costly and time consuming prototyping. Hence, by virtually prototyping the alternator using FEM, the important performance characteristics of the machine are predicted. Design of third harmonic excitation system is done with the help of results obtained from virtual prototype of the machine. Third harmonic excitation (THE) system is implemented in a 45 KVA ii experimental machine and experiments are conducted to validate the simulation results. Simulation and experimental results show that by utilizing third harmonic ux in the air gap of the ma- chine for excitation purposes during loaded conditions, triplen harmonic content in the output phase voltage is signi cantly re- duced. The prototype machine with third harmonic excitation system designed and developed based on FEM analysis proved to be economical due to its simplicity and has the added advan- tage of reduced harmonics in the output phase voltage.
Resumo:
Little is known about the residual effects of crop residue (CR) and phosphorus (P) application on the fallow vegetation following repeated cultivation of pearl millet [Pennisetum glaucum (L.) R. Br.] in the Sahel. The objective of this study, therefore, was (i) to measure residual effects of CR, mulched at annual rates of 0, 500, 1000 and 2000 kg CR ha^-1, broadcast P at 0 and 13 kg P ha^-1 and P placement at 0, 1, 3, 5 and 7 kg P ha^-1 on the herbaceous dry matter (HDM) 2 years after the end of the experiment and (ii) to test a remote sensing method for the quantitative estimation of HDM. Compared with unmulched plots, a doubling of HDM was measured in plots that had received at least 500 kg CR ha^-1. Previous broadcast P application led to HDM increases of 14% compared with unfertilised control plots, whereas no residual effects of P placement were detected. Crop residue and P treatments caused significant shifts in flora composition. Digital analysis of colour photographs taken of the fallow vegetation and the bare soil revealed that the number of normalised green band pixels averaged per plot was highly correlated with HDM (r=0.86) and that red band pixels were related to differences in soil surface crusting. Given the traditional use of fallow vegetation as fodder, the results strongly suggest that for the integrated farming systems of the West African Sahel, residual effects of soil amendments on the fallow vegetation should be included in any comprehensive analysis of treatment effects on the agro-pastoral system.
Resumo:
We consider a first order implicit time stepping procedure (Euler scheme) for the non-stationary Stokes equations in smoothly bounded domains of R3. Using energy estimates we can prove optimal convergence properties in the Sobolev spaces Hm(G) (m = 0;1;2) uniformly in time, provided that the solution of the Stokes equations has a certain degree of regularity. For the solution of the resulting Stokes resolvent boundary value problems we use a representation in form of hydrodynamical volume and boundary layer potentials, where the unknown source densities of the latter can be determined from uniquely solvable boundary integral equations’ systems. For the numerical computation of the potentials and the solution of the boundary integral equations a boundary element method of collocation type is used. Some simulations of a model problem are carried out and illustrate the efficiency of the method.
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.
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Non-relativistic Hartree-Fock-Slater and relativistic Dirac-Slater self-consistent orbital models are applied for the analysis of the electronic structure of the chalcogen hexafluorides: SF_6, SeF_6, TeF_6 and PoF_6. The molecular eigenfunctions and eigenvalues are generated using the discrete variational method (DVM) with numerical basis functions. The results obtained for SF_6 are compared with other ab initio calculations. Information about relativistic level shifts and spin-orbit splitting has been obtained by comparison between the non-relativistic and relativistic results.
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Summary: Productivity and forage quality of legume-grass swards are important factors for successful arable farming in both organic and conventional farming systems. For these objectives the botanical composition of the swards is of particular importance, especially, the content of legumes due to their ability to fix airborne nitrogen. As it can vary considerably within a field, a non-destructive detection method while doing other tasks would facilitate a more targeted sward management and could predict the nitrogen supply of the soil for the subsequent crop. This study was undertaken to explore the potential of digital image analysis (DIA) for a non destructive prediction of legume dry matter (DM) contribution of legume-grass mixtures. For this purpose an experiment was conducted in a greenhouse, comprising a sample size of 64 experimental swards such as pure swards of red clover (Trifolium pratense L.), white clover (Trifolium repens L.) and lucerne (Medicago sativa L.) as well as binary mixtures of each legume with perennial ryegrass (Lolium perenne L.). Growth stages ranged from tillering to heading and the proportion of legumes from 0 to 80 %. Based on digital sward images three steps were considered in order to estimate the legume contribution (% of DM): i) The development of a digital image analysis (DIA) procedure in order to estimate legume coverage (% of area). ii) The description of the relationship between legume coverage (% area) and legume contribution (% of DM) derived from digital analysis of legume coverage related to the green area in a digital image. iii) The estimation of the legume DM contribution with the findings of i) and ii). i) In order to evaluate the most suitable approach for the estimation of legume coverage by means of DIA different tools were tested. Morphological operators such as erode and dilate support the differentiation of objects of different shape by shrinking and dilating objects (Soille, 1999). When applied to digital images of legume-grass mixtures thin grass leaves were removed whereas rounder clover leaves were left. After this process legume leaves were identified by threshold segmentation. The segmentation of greyscale images turned out to be not applicable since the segmentation between legumes and bare soil failed. The advanced procedure comprising morphological operators and HSL colour information could determine bare soil areas in young and open swards very accurately. Also legume specific HSL thresholds allowed for precise estimations of legume coverage across a wide range from 11.8 - 72.4 %. Based on this legume specific DIA procedure estimated legume coverage showed good correlations with the measured values across the whole range of sward ages (R2 0.96, SE 4.7 %). A wide range of form parameters (i.e. size, breadth, rectangularity, and circularity of areas) was tested across all sward types, but none did improve prediction accuracy of legume coverage significantly. ii) Using measured reference data of legume coverage and contribution, in a first approach a common relationship based on all three legumes and sward ages of 35, 49 and 63 days was found with R2 0.90. This relationship was improved by a legume-specific approach of only 49- and 63-d old swards (R2 0.94, 0.96 and 0.97 for red clover, white clover, and lucerne, respectively) since differing structural attributes of the legume species influence the relationship between these two parameters. In a second approach biomass was included in the model in order to allow for different structures of swards of different ages. Hence, a model was developed, providing a close look on the relationship between legume coverage in binary legume-ryegrass communities and the legume contribution: At the same level of legume coverage, legume contribution decreased with increased total biomass. This phenomenon may be caused by more non-leguminous biomass covered by legume leaves at high levels of total biomass. Additionally, values of legume contribution and coverage were transformed to the logit-scale in order to avoid problems with heteroscedasticity and negative predictions. The resulting relationships between the measured legume contribution and the calculated legume contribution indicated a high model accuracy for all legume species (R2 0.93, 0.97, 0.98 with SE 4.81, 3.22, 3.07 % of DM for red clover, white clover, and lucerne swards, respectively). The validation of the model by using digital images collected over field grown swards with biomass ranges considering the scope of the model shows, that the model is able to predict legume contribution for most common legume-grass swards (Frame, 1992; Ledgard and Steele, 1992; Loges, 1998). iii) An advanced procedure for the determination of legume DM contribution by DIA is suggested, which comprises the inclusion of morphological operators and HSL colour information in the analysis of images and which applies an advanced function to predict legume DM contribution from legume coverage by considering total sward biomass. Low residuals between measured and calculated values of legume dry matter contribution were found for the separate legume species (R2 0.90, 0.94, 0.93 with SE 5.89, 4.31, 5.52 % of DM for red clover, white clover, and lucerne swards, respectively). The introduced DIA procedure provides a rapid and precise estimation of legume DM contribution for different legume species across a wide range of sward ages. Further research is needed in order to adapt the procedure to field scale, dealing with differing light effects and potentially higher swards. The integration of total biomass into the model for determining legume contribution does not necessarily reduce its applicability in practice as a combined estimation of total biomass and legume coverage by field spectroscopy (Biewer et al. 2009) and DIA, respectively, may allow for an accurate prediction of the legume contribution in legume-grass mixtures.
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The Sultanate of Oman is located on the south-eastern coast of the Arabian Peninsula, which lies on the south-western tip of the Asian continent. The strategic geographical locations of the Sultanate with its many maritime ports distributed on the Indian Ocean have historically made it one of the Arabian Peninsula leaders in the international maritime trade sector. Intensive trading relationships over long time periods have contributed to the high plant diversity seen in Oman where agricultural production depends entirely on irrigation from groundwater sources. As a consequence of the expansion of the irrigated area, groundwater depletion has increased, leading to the intrusion of seawater into freshwater aquifers. This phenomenon has caused water and soil salinity problems in large parts of the Al-Batinah governorate of Oman and threatens cultivated crops, including banana (Musa spp.). According to the Ministry of Agriculture and Fisheries, the majority of South Al-Batinah farms are affected by salinity (ECe > 4 dS m-1). As no alternative farmland is available, the reclamation of salt-affected soils using simple cultural practices is of paramount importance, but in Oman little scientific research has been conducted to develop such methods of reclamation. This doctoral study was initiated to help filling this research gap, particularly for bananas. A literature review of the banana cultivation history revealed that the banana germplasm on the Arabian Peninsula is probably introduced from Indonesia and India via maritime routes across the Indian Ocean and the Red Sea. In a second part of this dissertation, two experiments are described. A laboratory trial conducted at the University of Kassel, in Witzenhausen, Germany from June to July 2010. This incubation experiment was done to explore how C and N mineralization of composted dairy manure and date palm straw differed in alkaline non-saline and saline soils. Each soil was amended with four organic fertilizers: 1) composted dairy manure, 2) manure + 10% date palm straw, 3) manure + 30% date palm straw or 4) date palm straw alone, in addition to un-amended soils as control. The results showed that the saline soil had a lower soil organic C content and microbial biomass C than the non-saline soil. This led to lower mineralization rates of manure and date palm straw in the saline soil. In the non-saline soil, the application of manure and straw resulted in significant increases of CO2 emissions, equivalent to 2.5 and 30% of the added C, respectively. In the non-amended control treatment of the saline soil, the sum of CO2-C reached only 55% of the soil organic C in comparison with the non-saline soil. In which 66% of the added manure and 75% of the added straw were emitted, assuming that no interactions occurred between soil organic C, manure C and straw C during microbial decomposition. The application of straw always led to a net N immobilization compared to the control. Salinity had no specific effect on N mineralization as indicated by the CO2-C to Nmin ratio of soil organic matter and manure. However, N immobilization was markedly stronger in the saline soil. Date palm straw strongly promoted saprotrophic fungi in contrast to manure and the combined application of manure and date palm straw had synergistic positive effects on soil microorganisms. In the last week of incubation, net-N mineralization was observed in nearly all treatments. The strongest increase in microbial biomass C was observed in the manure + straw treatment. In both soils, manure had no effect on the fungi-specific membrane component ergosterol. In contrast, the application of straw resulted in strong increases of the ergosterol content. A field experiment was conducted on two adjacent fields at the Agricultural Research Station, Rumais (23°41’15” N, 57°59’1” E) in the South of Al-Batinah Plain in Oman from October 2007 to July 2009. In this experiment, the effects of 24 soil and fertilizer treatments on the growth and productivity of Musa AAA cv. 'Malindi' were evaluated. The treatments consisted of two soil types (saline and amended non-saline), two fertilizer application methods (mixed and ring applied), six fertilizer amendments (1: fresh dairy manure, 2: composted dairy manure, 3: composted dairy manure and 10% date palm straw, 4: composted dairy manure and 30% date palm straw, 5: only NPK, and 6: NPK and micronutrients). Sandy loam soil was imported from another part of Oman to amended the soil in the planting holes and create non-saline conditions in the root-zone. The results indicate that replacing the saline soil in the root zone by non-saline soil improved plant growth and yield more than fertilizer amendments or application methods. Particularly those plants on amended soil where NPK was applied using the ring method and which received micronutrients grew significantly faster to harvest (339 days), had a higher average bunch weight (9.5 kg/bunch) and were consequently more productive (10.6 tonnes/hectare/cycle) compared to the other treatments.
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Summary - Cooking banana is one of the most important crops in Uganda; it is a staple food and source of household income in rural areas. The most common cooking banana is locally called matooke, a Musa sp triploid acuminate genome group (AAA-EAHB). It is perishable and traded in fresh form leading to very high postharvest losses (22-45%). This is attributed to: non-uniform level of harvest maturity, poor handling, bulk transportation and lack of value addition/processing technologies, which are currently the main challenges for trade and export, and diversified utilization of matooke. Drying is one of the oldest technologies employed in processing of agricultural produce. A lot of research has been carried out on drying of fruits and vegetables, but little information is available on matooke. Drying of matooke and milling it to flour extends its shelf-life is an important means to overcome the above challenges. Raw matooke flour is a generic flour developed to improve shelf stability of the fruit and to find alternative uses. It is rich in starch (80 - 85%db) and subsequently has a high potential as a calorie resource base. It possesses good properties for both food and non-food industrial use. Some effort has been done to commercialize the processing of matooke but there is still limited information on its processing into flour. It was imperative to carry out an in-depth study to bridge the following gaps: lack of accurate information on the maturity window within which matooke for processing into flour can be harvested leading to non-uniform quality of matooke flour; there is no information on moisture sorption isotherm for matooke from which the minimum equilibrium moisture content in relation to temperature and relative humidity is obtainable, below which the dry matooke would be microbiologically shelf-stable; and lack of information on drying behavior of matooke and standardized processing parameters for matooke in relation to physicochemical properties of the flour. The main objective of the study was to establish the optimum harvest maturity window and optimize the processing parameters for obtaining standardized microbiologically shelf-stable matooke flour with good starch quality attributes. This research was designed to: i) establish the optimum maturity harvest window within which matooke can be harvested to produce a consistent quality of matooke flour, ii) establish the sorption isotherms for matooke, iii) establish the effect of process parameters on drying characteristics of matooke, iv) optimize the drying process parameters for matooke, v) validate the models of maturity and optimum process parameters and vi) standardize process parameters for commercial processing of matooke. Samples were obtained from a banana plantation at Presidential Initiative on Banana Industrial Development (PIBID), Technology Business Incubation Center (TBI) at Nyaruzunga – Bushenyi in Western Uganda. A completely randomized design (CRD) was employed in selecting the banana stools from which samples for the experiments were picked. The cultivar Mbwazirume which is soft cooking and commonly grown in Bushenyi was selected for the study. The static gravitation method recommended by COST 90 Project (Wolf et al., 1985), was used for determination of moisture sorption isotherms. A research dryer developed for this research. All experiments were carried out in laboratories at TBI. The physiological maturity of matooke cv. mbwazirume at Bushenyi is 21 weeks. The optimum harvest maturity window for commercial processing of matooke flour (Raw Tooke Flour - RTF) at Bushenyi is between 15-21 weeks. The finger weight model is recommended for farmers to estimate harvest maturity for matooke and the combined model of finger weight and pulp peel ratio is recommended for commercial processors. Matooke isotherms exhibited type II curve behavior which is characteristic of foodstuffs. The GAB model best described all the adsorption and desorption moisture isotherms. For commercial processing of matooke, in order to obtain a microbiologically shelf-stable dry product. It is recommended to dry it to moisture content below or equal to 10% (wb). The hysteresis phenomenon was exhibited by the moisture sorption isotherms for matooke. The isoteric heat of sorption for both adsorptions and desorption isotherms increased with decreased moisture content. The total isosteric heat of sorption for matooke: adsorption isotherm ranged from 4,586 – 2,386 kJ/kg and desorption isotherm from 18,194– 2,391 kJ/kg for equilibrium moisture content from 0.3 – 0.01 (db) respectively. The minimum energy required for drying matooke from 80 – 10% (wb) is 8,124 kJ/kg of water removed. Implying that the minimum energy required for drying of 1 kg of fresh matooke from 80 - 10% (wb) is 5,793 kJ. The drying of matooke takes place in three steps: the warm-up and the two falling rate periods. The drying rate constant for all processing parameters ranged from 5,793 kJ and effective diffusivity ranged from 1.5E-10 - 8.27E-10 m2/s. The activation energy (Ea) for matooke was 16.3kJ/mol (1,605 kJ/kg). Comparing the activation energy (Ea) with the net isosteric heat of sorption for desorption isotherm (qst) (1,297.62) at 0.1 (kg water/kg dry matter), indicated that Ea was higher than qst suggesting that moisture molecules travel in liquid form in matooke slices. The total color difference (ΔE*) between the fresh and dry samples, was lowest for effect of thickness of 7 mm, followed by air velocity of 6 m/s, and then drying air temperature at 70˚C. The drying system controlled by set surface product temperature, reduced the drying time by 50% compared to that of a drying system controlled by set air drying temperature. The processing parameters did not have a significant effect on physicochemical and quality attributes, suggesting that any drying air temperature can be used in the initial stages of drying as long as the product temperature does not exceed gelatinization temperature of matooke (72˚C). The optimum processing parameters for single-layer drying of matooke are: thickness = 3 mm, air temperatures 70˚C, dew point temperature 18˚C and air velocity 6 m/s overflow mode. From practical point of view it is recommended that for commercial processing of matooke, to employ multi-layer drying of loading capacity equal or less than 7 kg/m², thickness 3 mm, air temperatures 70˚C, dew point temperature 18˚C and air velocity 6 m/s overflow mode.
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The three articles constituting this thesis are for reasons of content or method related to the following three fields in economics: Behavioral Economics, Evolutionary Game Theory and Formal Institutional Economics. A core element of these fields is the concept of individual preferences. Preferences are of central importance for the conceptional framework to analyze human behavior. They form the foundation for the theory of rational choice which is defined by the determination of the choice set and the selection of the most preferred alternative according to some consistency requirements. The theory of rational choice is based on a very simplified description of the problem of choice (object function and constraints). However, that choices depend on many more factors is for instance propagated by psychological theories and is supported by many empirical and experimental studies. This thesis adds to a better understanding of individual behavior to the extent that the evolution of certain characteristics of preferences and their consequences on human behavior forms the overarching theme of the dissertation. The long-term effect of evolutionary forces on a particular characteristic of importance in the theoretical, empirical and experimental economic literature, the concept of inequality aversion, is subject of the article “The evolution of inequality aversion in a simplified game of life” (Chapter 4). The contribution of the article is the overcoming of a restriction of former approaches to analyze the evolution of preferences in very simple environments. By classifying human interaction into three central economic games, the article provides a first step towards a simplified and sufficiently complete description of the interaction environment. Within such an environment the article characterizes the evolutionary stable preference distribution. One result shows, that the interaction of the aforementioned three classes can stabilize a preference of inequality aversion in the subpopulation which is favored in the problem of redistribution. The two remaining articles are concerned with social norms, which dissemination is determined by medium-run forces of cultural evolution. The article “The impact of market innovations on the evolution of social norms: the sustainability case.“ (Chapter 2) studies the interrelation between product innovations which are relevant from a sustainability perspective and an according social norm in consumption. This relation is based on a conformity bias in consumption and the attempt to avoid cognitive dissonances resulting from non-compliant consumption. Among others, it is shown that a conformity bias on the consumption side can lead to multiple equilibria on the side of norm adoption. The article “Evolution of cooperation in social dilemmas: signaling internalized norms.” (Chapter 3) studies the emergence of cooperation in social dilemmas based on the signaling of social norms. The article provides a potential explanation of cooperative behavior, which does not rely on the assumption of structured populations or on the unmotivated ability of social norms to restrict individual actions or strategy spaces. A comprehensive result of the single articles is the explanation of the phenomenon of partial norm adaption or dissemination of preferences. The plurality of the applied approaches with respect to the proximity to the rational choice approach and regarding the underlying evolutionary mechanics is a particular strength of the thesis. It shows the equality of these approaches in their potential to explain the phenomenon of cooperation in environments that provide material incentives for defective behavior. This also points to the need of a unified framework considering the biological and cultural coevolution of preference patterns.
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As stated in Aitchison (1986), a proper study of relative variation in a compositional data set should be based on logratios, and dealing with logratios excludes dealing with zeros. Nevertheless, it is clear that zero observations might be present in real data sets, either because the corresponding part is completely absent –essential zeros– or because it is below detection limit –rounded zeros. Because the second kind of zeros is usually understood as “a trace too small to measure”, it seems reasonable to replace them by a suitable small value, and this has been the traditional approach. As stated, e.g. by Tauber (1999) and by Martín-Fernández, Barceló-Vidal, and Pawlowsky-Glahn (2000), the principal problem in compositional data analysis is related to rounded zeros. One should be careful to use a replacement strategy that does not seriously distort the general structure of the data. In particular, the covariance structure of the involved parts –and thus the metric properties– should be preserved, as otherwise further analysis on subpopulations could be misleading. Following this point of view, a non-parametric imputation method is introduced in Martín-Fernández, Barceló-Vidal, and Pawlowsky-Glahn (2000). This method is analyzed in depth by Martín-Fernández, Barceló-Vidal, and Pawlowsky-Glahn (2003) where it is shown that the theoretical drawbacks of the additive zero replacement method proposed in Aitchison (1986) can be overcome using a new multiplicative approach on the non-zero parts of a composition. The new approach has reasonable properties from a compositional point of view. In particular, it is “natural” in the sense that it recovers the “true” composition if replacement values are identical to the missing values, and it is coherent with the basic operations on the simplex. This coherence implies that the covariance structure of subcompositions with no zeros is preserved. As a generalization of the multiplicative replacement, in the same paper a substitution method for missing values on compositional data sets is introduced
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This work presents detailed numerical calculations of the dielectrophoretic force in octupolar traps designed for single-cell trapping. A trap with eight planar electrodes is studied for spherical and ellipsoidal particles using an indirect implementation of the boundary element method (BEM). Multipolar approximations of orders one to three are compared with the full Maxwell stress tensor (MST) calculation of the electrical force on spherical particles. Ellipsoidal particles are also studied, but in their case only the dipolar approximation is available for comparison with the MST solution. The results show that the full MST calculation is only required in the study of non-spherical particles.