Autonomous Measurements of Bridge Pier and Abutment Scour using Motion-Sensing Radio Transmitters, TR-595, 2010

Two portable Radio Frequency IDentification (RFID) systems (made by Texas Instruments and HiTAG) were developed and tested for bridge scour monitoring by the Department of Civil and Environmental Engineering at the University of Iowa (UI). Both systems consist of three similar components: 1) a passive cylindrical transponder of 2.2 cm in length (derived from transmitter/responder); 2) a low frequency reader (~134.2 kHz frequency); and 3) an antenna (of rectangular or hexagonal loop). The Texas Instruments system can only read one smart particle per time, while the HiTAG system was successfully modified here at UI by adding the anti-collision feature. The HiTAG system was equipped with four antennas and could simultaneously detect 1,000s of smart particles located in a close proximity. A computer code was written in C++ at the UI for the HiTAG system to allow simultaneous, multiple readouts of smart particles under different flow conditions. The code is written for the Windows XP operational system which has a user-friendly windows interface that provides detailed information regarding the smart particle that includes: identification number, location (orientation in x,y,z), and the instance the particle was detected.. These systems were examined within the context of this innovative research in order to identify the best suited RFID system for performing autonomous bridge scour monitoring. A comprehensive laboratory study that included 142 experimental runs and limited field testing was performed to test the code and determine the performance of each system in terms of transponder orientation, transponder housing material, maximum antenna-transponder detection distance, minimum inter-particle distance and antenna sweep angle. The two RFID systems capabilities to predict scour depth were also examined using pier models. The findings can be summarized as follows: 1) The first system (Texas Instruments) read one smart particle per time, and its effective read range was about 3ft (~1m). The second system (HiTAG) had similar detection ranges but permitted the addition of an anti-collision system to facilitate the simultaneous identification of multiple smart particles (transponders placed into marbles). Therefore, it was sought that the HiTAG system, with the anti-collision feature (or a system with similar features), would be preferable when compared to a single-read-out system for bridge scour monitoring, as the former could provide repetitive readings at multiple locations, which could help in predicting the scour-hole bathymetry along with maximum scour depth. 2) The HiTAG system provided reliable measures of the scour depth (z-direction) and the locations of the smart particles on the x-y plane within a distance of about 3ft (~1m) from the 4 antennas. A Multiplexer HTM4-I allowed the simultaneous use of four antennas for the HiTAG system. The four Hexagonal Loop antennas permitted the complete identification of the smart particles in an x, y, z orthogonal system as function of time. The HiTAG system can be also used to measure the rate of sediment movement (in kg/s or tones/hr). 3) The maximum detection distance of the antenna did not change significantly for the buried particles compared to the particles tested in the air. Thus, the low frequency RFID systems (~134.2 kHz) are appropriate for monitoring bridge scour because their waves can penetrate water and sand bodies without significant loss of their signal strength. 4) The pier model experiments in a flume with first RFID system showed that the system was able to successfully predict the maximum scour depth when the system was used with a single particle in the vicinity of pier model where scour-hole was expected. The pier model experiments with the second RFID system, performed in a sandbox, showed that system was able to successfully predict the maximum scour depth when two scour balls were used in the vicinity of the pier model where scour-hole was developed. 5) The preliminary field experiments with the second RFID system, at the Raccoon River, IA near the Railroad Bridge (located upstream of 360th street Bridge, near Booneville), showed that the RFID technology is transferable to the field. A practical method would be developed for facilitating the placement of the smart particles within the river bed. This method needs to be straightforward for the Department of Transportation (DOT) and county road working crews so it can be easily implemented at different locations. 6) Since the inception of this project, further research showed that there is significant progress in RFID technology. This includes the availability of waterproof RFID systems with passive or active transponders of detection ranges up to 60 ft (~20 m) within the water–sediment column. These systems do have anti-collision and can facilitate up to 8 powerful antennas which can significantly increase the detection range. Such systems need to be further considered and modified for performing automatic bridge scour monitoring. The knowledge gained from the two systems, including the software, needs to be adapted to the new systems.

Manipulació geomètrica dels blocs d'AutoCAD

Aquest text és un recull de procediments per inserir els blocs d'AutoCAD de forma més eficient, en la resolució de problemes prèviament tipificats: la PRIMERA PART descriu protocols d'actuació que l'usuari haurà d'aplicar manualment, mentre que la SEGONA PART ofereix rutines programades en AutoLISP i VisualLISP que l'eximiran d'aquesta obligació.Si ho deixéssim aquí, però, podria semblar que els mateixos mètodes manuals presentats en primer lloc són després els que AutoLISP automatitza; per això convé aclarir que la problemàtica de la PRIMERA PART, tot i que pròxima a la de la SEGONA, és diferent i reprodueix el contingut d'una monografia (BLOCS I GEOMETRIA: 5 EXERCICIS COMENTATS) que forma part del material de suport a l'assignatura ELEMENTS DE CAD, impartida per l'autor en l'ETS d'Enginyeria de Telecomunicació de Barcelona i que té per objecte cobrir el buit bibliogràfic que es detectava en el vessant geomètric de la inserció de blocs, a diferència del que s'ocupa de l'estructura de dades més adient en cada context (incrustació de dibuixos amb INSERT versus vinculació mitjançant REFX), més profusament tractat, proposant una sistematització tipològica dels casos on l'escala és funció lineal d'una distància.La SEGONA PART va més enllà i amplia el repertori d'AutoCAD amb les ordres GINSERT, RATREDIT, INSERTOK, INS2D, INS3D, BLOQUEOK, DESCOMPOK, DEF-TRANSF, APL-TRANSF-V i APL-TRANSF-N, de les quals INS2D i INS3D (INSERTOK és una versió simplificada de INS2D, per a blocs sense atributs) són l'aportació més innovadora i que més lluny porta les potencialitats de la inserció de blocs: resumint-ho en una frase, es tracta d’aconseguir que la inserció d’un bloc (que pot ser l’original, un bloc constituït per una inserció de l’original o un de constituït per la inserció del precedent) s’encabeixi en un marc prèviament establert, a semblança de les ordres ESCALA o GIRA, que mitjançant l'opció Referencia apliquen als objectes seleccionats la transformació d'escalat o de rotació necessària per tal que un element de referència assoleixi una determinada grandària o posició. Tot i que, per identificar amb encert el nucli del problema, serà inevitable introduir una reflexió: quan s’ha tingut la precaució de referir un bloc 2D a un quadrat unitari ortogonal, inserir-lo de manera que s’adapti a qualsevol marc rectangular establert en el dibuix és immediat, però ja no ho és tant concatenar insercions de manera que, a més d’una combinació simple de escalat, gir i translació, l’operació dugui implícita una transformació de cisallament. Perquè és clar que si inserim el bloc girat i convertim la inserció en un bloc que al seu torn tornem a inserir, ara però amb escalat no uniforme, el transformat del quadrat de referència primitiu serà un paral·lelogram, però el problema és: dibuixat un marc romboïdal concret, ¿quin gir caldrà donar a la primera inserció, i quin gir i factors d’escala caldrà aplicar a la segona perquè el quadrat de referència s’adapti al marc? El problema es complica si, a més, volem aprofitar el resultat de la primera inserció per a d’altres paral·lelograms, organitzant un sistema no redundant de insercions intermèdies. Doncs bé: INS2D i INS3D donen satisfacció a aquestes qüestions (la segona ja no contempla l'encaix en un paral·lelogram, sinó en un paral·lelepípede) i són aplicables a blocs proveïts d’atributs, no només de tipus convencional (els continguts en el pla de base del bloc, únics de funcionament garantit amb l’ordre INSERT), sinó també dels situats i orientats lliurement.

Sobre un modelo constructivo de la arquitectura ibérica en territorio Ausetano

En este trabajo presentamos el estudio arquitectónico de un tipo de construcción identifi cado en el territorio ibérico ausetano. A partir del análisis constructivo de tres obras defensivas militares identifi cadas como murallas de compartimentos (Turó del Montgròs, Casol de Puigcastellet y l’Esquerda), planteamos una propuesta de restitución del diseño arquitectónico de estas construcciones basadas en el uso de formas geométricas simples y en la adición de módulos cuadrangulares.

The influence ofvariable amplitude loading on the fatigue strength of rhs corners

Rectangular hollow section (RHS) members are components widely used in engineering applications because of their good-looking, good properties in engineering areas and inexpensive cost comparing to members with other sections. The increasing use of RHS in load bearing structures makes it necessary to analyze the fatigue behavior of the RHS members. In this thesis, concentration will be given to the fatigue behavior of the RHS members under variable amplitude pure torsional loading. For the RHS members, failure will normally occur in the corner region if the welded regions are under full penetration. This is because of the complicated stress components' distributions at the RHScorners, where all of three fracture mechanics modes will happen. Mode I is mainly caused by the residual stresses that caused by the manufacturing process. Modes II and III are caused by the applied torsional loading. Stress based Findleymodel is also used to analyze the stress components. Constant amplitude fatigue tests have been done as well as variable amplitude fatigue tests. The specimens under variable amplitude loading gave longer fatigue lives than those under constant amplitude loading. Results from tests show an S-N curvewith slope around 5.

Flow phenomena, heat and mass transfer in microchannel reactors

The studies of flow phenomena, heat and mass transfer in microchannel reactors are beneficial to estimate and evaluate the ability of microchannel reactors to be operated for a given process reaction such as Fischer-Tropsch synthesis. The flow phenomena, for example, the flow regimes and flow patterns in microchannel reactors for both single phase and multiphase flow are affected by the configuration of the flow channel. The reviews of the previous works about the analysis of related parameters that affect the flow phenomena are shown in this report. In order to predict the phenomena of Fischer-Tropsch synthesis in microchannel reactors, the 3-dimensional computational fluid dynamic simulation with commercial software package FLUENT was done to study the flow phenomena and heat transfer for gas phase Fischer-Tropsch products flow in rectangular microchannel with hydraulic diameter 500 ¿m and length 15 cm. Numerical solution with slip boundary condition was used in the simulation and the flowphenomena and heat transfer were determined.

Permanent magnet synchronous motor for industrial inverter applications - analysis and design

During the latest few years the need for new motor types has grown, since both high efficiency and an accurate dynamic performance are demanded in industrial applications. For this reason, new effective control systems such as direct torque control (DTC) have been developed. Permanent magnet synchronous motors (PMSM) are well suitable for new adjustable speed AC inverter drives, because their efficiency and power factor are not depending on the pole pair number and speed to the same extent as it is the case in induction motors. Therefore, an induction motor (IM) with a mechanical gearbox can often be replaced with a direct PM motor drive. Space as well as costs will be saved, because the efficiency increases and the cost of maintenance decreases as well. This thesis deals with design criterion, analytical calculation and analysis of the permanent magnet synchronous motor for both sinusoidal air-gap flux density and rectangular air-gapflux density. It is examined how the air-gap flux, flux densities, inductances and torque can be estimated analytically for salient pole and non-salient pole motors. It has been sought by means of analytical calculations for the ultimate construction for machines rotating at relative low 300 rpm to 600 rpm speeds, which are suitable speeds e.g. in Pulp&Paper industry. The calculations are verified by using Finite Element calculations and by measuring of prototype motor. The prototype motor is a 45 kW, 600 rpm PMSM with buried V-magnets, which is a very appropriate construction for high torque motors with a high performance. With the purposebuilt prototype machine it is possible not only to verify the analytical calculations but also to show whether the 600 rpm PMSM can replace the 1500 rpm IM with a gear. It can also be tested if the outer dimensions of the PMSM may be the same as for the IM and if the PMSM in this case can produce a 2.5 fold torque, in consequence of which it may be possible to achieve the same power. The thesis also considers the question how to design a permanent magnet synchronous motor for relatively low speed applications that require a high motor torqueand efficiency as well as bearable costs of permanent magnet materials. It is shown how a selection of different parameters affects the motor properties. Key words: Permanent magnet synchronous motor, PMSM, surface magnets, buried magnets

Generating highly balanced sudoku problems as hard problems

Sudoku problems are some of the most known and enjoyed pastimes, with a never diminishing popularity, but, for the last few years those problems have gone from an entertainment to an interesting research area, a twofold interesting area, in fact. On the one side Sudoku problems, being a variant of Gerechte Designs and Latin Squares, are being actively used for experimental design, as in [8, 44, 39, 9]. On the other hand, Sudoku problems, as simple as they seem, are really hard structured combinatorial search problems, and thanks to their characteristics and behavior, they can be used as benchmark problems for refining and testing solving algorithms and approaches. Also, thanks to their high inner structure, their study can contribute more than studies of random problems to our goal of solving real-world problems and applications and understanding problem characteristics that make them hard to solve. In this work we use two techniques for solving and modeling Sudoku problems, namely, Constraint Satisfaction Problem (CSP) and Satisfiability Problem (SAT) approaches. To this effect we define the Generalized Sudoku Problem (GSP), where regions can be of rectangular shape, problems can be of any order, and solution existence is not guaranteed. With respect to the worst-case complexity, we prove that GSP with block regions of m rows and n columns with m = n is NP-complete. For studying the empirical hardness of GSP, we define a series of instance generators, that differ in the balancing level they guarantee between the constraints of the problem, by finely controlling how the holes are distributed in the cells of the GSP. Experimentally, we show that the more balanced are the constraints, the higher the complexity of solving the GSP instances, and that GSP is harder than the Quasigroup Completion Problem (QCP), a problem generalized by GSP. Finally, we provide a study of the correlation between backbone variables – variables with the same value in all the solutions of an instance– and hardness of GSP.

The impact of balancing on problem hardness in a highly structured domain

Random problem distributions have played a key role in the study and design of algorithms for constraint satisfaction and Boolean satisfiability, as well as in ourunderstanding of problem hardness, beyond standard worst-case complexity. We consider random problem distributions from a highly structured problem domain that generalizes the Quasigroup Completion problem (QCP) and Quasigroup with Holes (QWH), a widely used domain that captures the structure underlying a range of real-world applications. Our problem domain is also a generalization of the well-known Sudoku puz- zle: we consider Sudoku instances of arbitrary order, with the additional generalization that the block regions can have rectangular shape, in addition to the standard square shape. We evaluate the computational hardness of Generalized Sudoku instances, for different parameter settings. Our experimental hardness results show that we can generate instances that are considerably harder than QCP/QWH instances of the same size. More interestingly, we show the impact of different balancing strategies on problem hardness. We also provide insights into backbone variables in Generalized Sudoku instances and how they correlate to problem hardness.

Paperikoneiden työskentelytasojen vaatimusten mukainen suunnittelu

Työtasojen kantavien rakenteiden on kestettävä riittävällä varmuudella mm. henkilökuormasta aiheutuvat jännitykset rakenneosissa. Lisäksi tasot eivät saa tuntua notkuvilta niillä käveltäessä, joten rakenteen siirtymille asetetaan rajoituksia. Työssä esitetään yleisimmin epäselvyyttä aiheuttaneet paperikoneiden työskentelytasoille asetetut vaatimukset. Vaatimukset ja niiden täyttäminen esitetään yksiselitteisellä tavalla esimerkiksi sovellettavien kuormitusten osalta. Materiaaliominaisuuksien osalta esitetään tärkeimmät työtasojen suunnittelussa huomioon otettavat asiat yleisimmille austeniittisille ruostumattomille teräksille ja alumiiniseoksille. Työtasorakenteiden mitoitusohjeet esitetään ritilöille, kulmaprofiilista valmistetuille jalkalistoille ja putkipalkista valmistetuille työtasojen kannattimille. Mitoituksessa otetaan myötöehdon ja siirtymärajoitusten lisäksi huomioon mm. levykenttien lommahdus. Kannattimien mitoituksessa otetaan huomioon vinoutuvien liitosten joustavuus ja kestävyys. Lisäksi esitetään mitoitusohjeet kitkaliitoksena toimivalle päätylevyliitokselle, johon kohdistuu mm. taivutus- ja vääntömomenttia.

Kylmämuovatun putkipalkin väsyminen metsätyökoneen puomirakenteessa

Työssä on tutkittu kylmämuovatun suorakaideputkipalkin väsymistä metsätyökoneen puomirakenteen osana. Kylmämuovatun putkipalkin sisäpintaan syntyy käytössä puristavan ulkoisen kuormituksen vaikutuksesta putkipalkin pituussuunnassa sekä seinämän läpi kasvavia säröjä. Työn tarkoituksena on ollut selvittää rakenteen väsymiskestoikä sekä säröytymisen aiheuttavat tekijät. Työssä on verrattu kestoikälaskentaan ja särönkasvuun sovellettujen murtumismekaniikan ja elementtimenetelmän tuloksia laboratoriokokeista saatuihin tuloksiin. Toisiaan tukevien tulosten perusteella kylmämuovausprosessissa syntyneiden jäännösjännitysten osuus särön ydintymisessä, kasvussa ja sen käyttäytymisessä on ulkoisen kuorman paikallisen vaikutuksen lisänä erittäin merkittävä. Putkipalkin väsyminen onkin jäännösjännityksistä riippuva särönkasvuilmiö.

Morphostructure and paleobiology of Mesogean orthophragminids (Discocyclinidae and Orbitoclypeidae, Foraminifera)

Orthophragminids are Paleocene-Eocene bilamellarperforate larger foraminifers characterized by a lenticular test with an equatorial layer of rectangular chamberlets arranged in concentric rings and lateral chamberlets on either side. Usually called 'discocyclinids', orthophragrninids include genera from two families: Discocyclinidae and Orbitoclypeidae.

Estructura espacial de un ecotono bosque subalpino pastos alpinos en el Tessó de Son (Pirineos Centrales) formado por bandas altitudinales de árboles

El límite altitudinal del bosque y los pastos alpinos forman los límites inferior y superior del ecotono bosque subalpino-pastos alpinos, respectivamente. El objetivo es la descripción espacial de este ecotono, en un sitio poco afectado por perturbaciones humanas locales (Tessó, 42° 36' N, 01° 03' E), para inferir los procesos que generaron su estructura espacial. Este ecotono está compuesto por Pinus uncinata y su límite altitudinal se sitúa a -2350 m snm. Se midieron la localización (coordenadas x e y) y varias características (diámetros en la base -Db- y a 1,3 m -Dbh-, altura, edad estimada, etc.) para cada árbol dentro de una parcela rectangular (30 m x 140 m) paralela a la máxima pendiente y cruzando el ecotono. La estructura espacial se describió mediante cuatro grupos de técnicas:(i) análisis del patrón de puntos, (ii) análisis del patrón de superficies, (iii) detección y descripción de fronteras (lattice-wombling), y (iv) ordenación de 115 cuadrados de 6 m x 6 m en que se subdividió la parcela de acuerdo a su posición en el ecotono y al tipo de individuos de P. uncinata (adultos, jóvenes, vástagos, plántulas y muertos) y de plantas (arbustos y herbáceas) que contenían. El límite del bosque se sitúa bajo el límite forestal potencial marcado por la isoterma de 10 ºC para la temperatura media del mes más cálido. A lo largo de la pendiente, las plántulas de P. uncinata aparecen por encima del límite del árbol, donde predomina Dryas octopetala, mientras que los individuos grandes (adultos) aparecen cerca o dentro del bosque, con un sotobosque dominado por densas matas de Rhododendron ferrugineum acompañadas por Vaccinium myrtillus sobre un sustrato de materia orgánica. La ordenación confirma estos resultados colocando a los individuos muertos en una posición intermedia. La variación a lo largo del ecotono de diversas variables ...

Patrón espacial de un ecotono bosque subalpino pastos alpinos (Las Cutas, Ordesa, Pirineos Centrales)

Describimos el patrón espacial de un ecotono bosque subalpino-pastos alpinos, que incluye los límites altitudinales del bosque y del árbol, dominado por Pinus uncinata Ram. y localizado en los Pirineos Centrales. Situamos una parcela rectangular (30 x 140 m) cruzando el ecotono con su lado mayor paralelo a la pendiente. Para cada individuo de R uncinata dentro de la parcela medimos: su localización (coordenadas x, y), y variables estructurales (p. ej. altura) y de forma de crecimiento (número y tipo -vivo o muerto, vertical o arbustivo- de pies por individuo). Los individuos vivos de P. uncinata se clasificaron según su tamaño (adultos, jóvenes, vástagos y plántulas) y forma de crecimiento (krurmnhoIz -individuos arbustivos policórmicos-, krummholz con pies verticales). Describimos cuantitativamente el tipo de sustrato (suelo, materia orgánica, grava, roca) y la cobertura de herbáceas, arbustos y P. uncinata usando transectos paralelos a la pendiente. La estructura del ecotono se describió mediante: (a) los análisis del patrón de puntos (K de Ripley) y (b) del patrón de superficies (correlogramas espaciales de la altura); (c) la detección y descripción de fronteras usando la densidad o variables de tamaño y forma de crecimiento de los indidividos ; (d) la síntesis de las variaciones en la presencia y diversidad de sustratos y de herbáceas y arbustos-, y (e) la ordenación de los cuadrados en que subdividimos la parcela (115 cuadrados de 6 x 6 m), de acuerdo a su posición espacial en el ecotono, al tipo de sustrato, a la cobertura de herbáceas y arbustos y al número, tamaño y forma de crecimiento de los individuos de P. uncinata. La mayoría de los individuos vivos de P. uncinata eran krummhoIz, situándose por encima del límite del bosque. Los individuos krummholz mostraron interacción espacial positiva con las plántulas. En el área inferior del ecotono, los individuos grandes, verticales y unicórmicos...

Uma Demonstração Sobre o Espalhamento Inelástico de Luz: Repetindo o Experimento de Raman

An adaptation of the Raman experiment is presented as a very convenient, simple and easily made demonstration about inelastic light scattering. The procedure involves an overhead projector, a rectangular and transparent cell, complementary filters and solvent. Alternatively a spectrofluorimeter can he used to evaluate how weak Raman scattering is.

Estratégias para aumento de sensibilidade em espectrofotometria UV-VIS

Spectrophotometry is one of the most widespread analytical techniques due to its simplicity, reliability, and low-cost instrumentation for both direct measurements and coupled to other techniques or processes such as chromatography, electrophoresis and flow analysis. However, the application is often limited by sensitivity. This article describes some advances that greatly improve the performance of spectrophotometric measurements, especially in order to increase sensitivity, including the employment of liquid-core waveguides and solid-phase spectrophotometry.