Gini coefficient, dissimilarity index and Lorenz curve for the spanish port system by type of goods

This paper shows the Gini Coefficient, the dissimilarity Index and the Lorenz Curve for the Spanish Port System by type of goods from 1960 to the year 2010 for business units: Total traffic, Liquid bulk cargo, Solid bulk cargo, General Merchandise and Container (TEUs) with the aim of carcaterizar the Spanish port systems in these periods and propose future strategies.

Canonical Correlation Analysis for Interpreting Airborne Laser Scanning Metrics along the Lorenz Curve of Tree Size Inequality

Canonical Correlation Analysis for Interpreting Airborne Laser Scanning Metrics along the Lorenz Curve of Tree Size Inequality

Comparison of Airborne Laser Scanning Methods for Estimating Forest Structure Indicators Based on Lorenz Curves

The purpose of this study was to compare a number of state-of-the-art methods in airborne laser scan- ning (ALS) remote sensing with regards to their capacity to describe tree size inequality and other indi- cators related to forest structure. The indicators chosen were based on the analysis of the Lorenz curve: Gini coefficient ( GC ), Lorenz asymmetry ( LA ), the proportions of basal area ( BALM ) and stem density ( NSLM ) stocked above the mean quadratic diameter. Each method belonged to one of these estimation strategies: (A) estimating indicators directly; (B) estimating the whole Lorenz curve; or (C) estimating a complete tree list. Across these strategies, the most popular statistical methods for area-based approach (ABA) were used: regression, random forest (RF), and nearest neighbour imputation. The latter included distance metrics based on either RF (NN–RF) or most similar neighbour (MSN). In the case of tree list esti- mation, methods based on individual tree detection (ITD) and semi-ITD, both combined with MSN impu- tation, were also studied. The most accurate method was direct estimation by best subset regression, which obtained the lowest cross-validated coefficients of variation of their root mean squared error CV(RMSE) for most indicators: GC (16.80%), LA (8.76%), BALM (8.80%) and NSLM (14.60%). Similar figures [CV(RMSE) 16.09%, 10.49%, 10.93% and 14.07%, respectively] were obtained by MSN imputation of tree lists by ABA, a method that also showed a number of additional advantages, such as better distributing the residual variance along the predictive range. In light of our results, ITD approaches may be clearly inferior to ABA with regards to describing the structural properties related to tree size inequality in for- ested areas.

Análisis empírico del tráfico en las autopistas de peaje radiales 3 y 5 de Madrid

El propósito de la presente investigación es determinar si, a través del estudio y análisis de los estudios de tráfico en autopistas de peaje, se pueden determinar las razones de los incumplimientos en las previsiones de estos estudios. La metodología se basa en un análisis empírico ex- post facto de los estudios de tráfico contenidos en los anteproyectos de las autopistas Radial 3 y Radial 5 y los datos realmente verificados. Tras una introducción para presentar las principales características de las autopistas de peaje, se realiza una revisión de la bibliografía sobre el cumplimiento de las previsiones de tráfico. Lo anterior permite establecer una serie de aspectos que pueden contribuir a estos incumplimientos, así como una serie de medidas encontradas para mejorar las futuras previsiones. Ya en el núcleo fundamental de la investigación, esta se centra en el análisis del cumplimiento de las previsiones de tráfico contenidas en los anteproyectos de la Radial 3 y Radial 5. Se realiza un análisis crítico de la metodología adoptada, así como de las variables e hipótesis realizadas. Tras este primer análisis, se profundiza en la fase de asignación de los estudios. Siempre con base a los tráficos reales y para el año 2006, se cuantifica el efecto en los incumplimientos, por un lado de las variables utilizadas, y por otro, del propio método ó curva de asignación. Finalmente, y con base en los hallazgos anteriores, se determinan una serie de limitaciones en el método de asignación de tráficos entre recorridos alternativos para el caso de entornos urbanos usado. El planteamiento con base a las teorías del agente racional y maximización de la utilidad esperada es criticado desde la perspectiva de la teoría de decisión bajo condiciones de riesgo planteada por Kahneman y Tversky. Para superar las limitaciones anteriores, se propone una nueva curva de asignación semi empírica que relaciona la proporción del tráfico que circula por la autopista de peaje con la velocidad media en la autovía libre alternativa. ABSTRACT The aim of this research is to confirm whether the forensic analysis of the traffic forecast studies for tolled highways may bring to light the reasons behind the lack of accuracy. The methodology used on this research is empirical and is based on the ex –post facto analysis of the real traffic numbers compared to the forecasted for the tolled highways Radial 3 and Radial 5. Firstly the main features of tolled highways are presented as an introductory chapter. Secondly a broad bibliographic search is presented, this is done from a global perspective and from the Spanish perspective too. From this review, a list of the main causes behind the systematic inaccuracy together with measures to improve future traffic forecast exercises are shown. In what we could consider as the core of the research, it focuses on the ratios of actual / forecast traffic for the tolled highways Radial 3 y Radial 5 in Madrid outskirts. From a critical perspective, the methodology and inputs used in the traffic studies are analysed. In a further step, the trip assignment stage is scrutinised to quantify the influence of the inputs and the assignment model itself in the accuracy of the traffic studies. This exercise is bases on the year 2006. Finally, the assignment model used is criticised for its application in tolled urban highways. The assumptions behind the model, rational agent and expected utility maximization theories, are questioned under the theories presented by Kahneman and Tversky (Prospect Theory). To overcome these assignment model limitations, the author presents a semi empiric new diversion curve. This curve links the traffic proportion using the tolled highway and the average speed in the toll free alternative highway.

The logarithmic spiral, autoisoptic curve

In the Line of Investigation that in the department of “Technical Drawing” in the School of Agriculture Engineering of Madrid, we carry out on the study of The Technical Curves and his singularities, we demonstrate an interesting property of the Logarithmic Spiral. The demonstrated property consists of which the logarithmic spiral is a autoisoptic curve, that is to say that if from a point P anyone of the spiral tangent straight lines draw up to the previous arc, these form a constant angle α. This demonstration is novel and in addition we get to contribute a method to calculate the angle α given the equation of the spiral.

A 800 kW I-V curve

This paper presents the measurement of the I-V curve of an 800 kW PV generator by means of an own-made capacitive load. Along the lines of some previous works, it is shown that an I-V curve analysis can also be applied to big PV generators and that, when measuring the operating conditions with reference modules and taking some precautions (especially regarding the operating cell temperature), it is still a useful tool for characterizing them and therefore can be incorporated into maintenance procedures. As far as we know, this is the largest I-V curve measured so far.

A 500-kW pv generator I-V curve

This paper presents the measurement of the I-V curve of a 500-kW PV generator by means of an own-made capacitive load. It is shown that I-V curve analysis can also be applied to big PV generators and that when measuring the operation conditions with reference modules and taking some precautions (especially regarding the operation cell temperature), it is still a useful tool for characterizing them and therefore can be incorporated into maintenance procedures. As far as we know, this is the largest I-V curve measured so far.

An application of the finite element method to curve fitting

An application of the Finite Element Method (FEM) to the solution of a geometric problem is shown. The problem is related to curve fitting i.e. pass a curve trough a set of given points even if they are irregularly spaced. Situations where cur ves with cusps can be encountered in the practice and therefore smooth interpolatting curves may be unsuitable. In this paper the possibilities of the FEM to deal with this type of problems are shown. A particular example of application to road planning is discussed. In this case the funcional to be minimized should express the unpleasent effects of the road traveller. Some comparative numerical examples are also given.