Estudi energètic de les llars del barri de Haër (Senegal)

En el present estudi s’han analitzat quines són les fonts energètiques utilitzades a les llars de Haër, així com les repercussions que aquestes tenen sobre el medi natural i socioeconòmic de les famílies. Per tal de poder identificar quines són aquestes fonts i els seus efectes, s’ha realitzat un inventari i una diagnosi energètica. S’ha estudiat l’ús de l’energia en dos àmbits domèstics principals: la il·luminació i el cuinat, analitzant la freqüència d’ús i quantificant el consum energètic familiar. Les fonts energètiques detectades són: llenya, carbó, gas, querosè, piles i espelmes, de les quals, la llenya, el querosè i el carbó són les majoritàriament utilitzades. El consum energètic per càpita és de 2.100 kWh/any. Per altra banda, l’obtenció d’algunes d’aquestes fonts energètiques, suposen un cost econòmic molt elevat per les economies familiars, arribant a suposar un 60% dels ingressos. A partir de les dades obtingudes a la diagnosi, s’ha aplicat un indicador per tal de quantificar la magnitud de l’impacte sobre el medi produït pel model energètic seguit dins de les llars. L’indicador estudiat ha estat la petjada energètica, amb la qual s’ha traduït aquest consum en unitats de superfície biològicament productiva, requerida per absorbir el CO2 emès. El resultat ha estat que una persona produeix anualment 2,09·10-2 tCO2, que requereix de 7,53·10-3 gha/persona de superfície forestal per ser absorbides. S’ha comparat aquest resultat amb la petjada energètica domèstica calculada pel poble d’Araós, el qual, amb un model energètic totalment diferent, té una petjada energètica de 1,53 gha/persona. Un cop detectats els problemes o impactes causats pel model energètic actual, es proposa una alternativa energètica per tal de reemplaçar algunes fonts convencionals, principalment el querosè dels quinqués. Així doncs, mitjançant l’aprofitament de l’energia solar, es plantegen dos models fotovoltaics adaptats a dues tipologies de llars diferents, amb l’objectiu de minimitzar el cost i optimitzar els recursos energètics. Finalment es planteja una solució financera per abordar el cost inicial de la instal·lació solar.

Abundance of Mepraia spinolai in a Periurban Zone of Chile

Mepraia spinolai is a silvatic species of Triatominae which prefers microhabitats near to or in rock piles. It is also able to maintain similar or higher size populations near houses. The density of bugs in quarries near Santiago, Chile, differed within microhabitats and varied significantly within sites according to season. M. spinolai was not found in sites characterized by human perturbation of quarries. Our results confirm M. spinolai as a silvatic triatomine whose importance as a vector of Chagas disease will depend on contact with humans. This could occur if the habitats where populations of this species are found become exploited for the building of urban areas.

Eliminació autotròfica de nitrogen en una pila biològica (microbial fuel cells )

L’aigua i l’energia formen un binomi indissociable. En relació al cicle de l’aigua, des de fa varies dècades s’han desenvolupat diferents formes per recuperar part de l’energia relacionada amb l’aigua, per exemple a partir de centrals hidroelèctriques. No obstant, l’ús d’aquesta aigua també porta associat un gran consum energètic, relacionat sobretot amb el transport, la distribució, la depuració, etc... La depuració d’aigües residuals porta associada una elevada demanda energètica (Obis et al.,2009). En termes energètics, tot i que la despesa elèctrica d’una EDAR varia en funció de diferents paràmetres com la configuració i la capacitat de la planta, la càrrega a tractar, etc... es podria considerar que el rati mig seria d’ aproximadament 0.5 KWh•m-3.Els principals costos d’explotació estan relacionats tant amb la gestió de fangs (28%) com amb el consum elèctric (25%) (50% tractament biològic). Tot i que moltes investigacions relacionades amb el tractament d’aigua residual estan encaminades en disminuir els costos d’operació, des de fa poques dècades s’està investigant la viabilitat de que l’aigua residual fins i tot sigui una font d’energia, canviant la perspectiva, i començant a veure l’aigua residual no com a una problemàtica sinó com a un recurs. Concretament s’estima que l’aigua domèstica conté 9.3 vegades més energia que la necessària per el seu tractament mitjançant processos aerobis (Shizas et al., 2004). Un dels processos més desenvolupats relacionats amb el tractament d’aigües residuals i la producció energètica és la digestió anaeròbia. No obstant, aquesta tecnologia permet el tractament d’altes càrregues de matèria orgànica generant un efluent ric en nitrogen que s’haurà de tractar amb altres tecnologies. Per altre banda, recentment s’està investigant una nova tecnologia relacionada amb el tractament d’aigües residuals i la producció energètica: les piles biològiques (microbial fuel cells, MFC). Aquesta tecnologia permet obtenir directament energia elèctrica a partir de la degradació de substrats biodegradables (Rabaey et al., 2005). Les piles biològiques, més conegudes com a Microbial Fuel Cells (acrònim en anglès, MFC), són una emergent tecnologia que està centrant moltes mirades en el camp de l’ investigació, i que es basa en la producció d’energia elèctrica a partir de substrats biodegradables presents en l’aigua residual (Logan., 2008). Els fonaments de les piles biològiques és molt semblant al funcionament d’una pila Daniell, en la qual es separa en dos compartiments la reacció d’oxidació (compartiment anòdic) i la de reducció (compartiment catòdic) amb l’objectiu de generar un determinat corrent elèctric. En aquest estudi, bàsicament es mostra la posada en marxa d'una pila biològica per a l'eliminació de matèria orgànica i nitrogen de les aigües residuals.

A survey on Triatoma dimidiata in an urban area of the province of Heredia, Costa Rica

Triatoma dimidiata has been found in several cities and towns of those countries where the insect is a domestic or peridomestic pest. In Central America, urban infestations occur in the capitals of at least five countries. During 2001 and 2002 a survey was carried out in the county of San Rafael, Heredia province, located 15 km northwest of San José, capital of Costa Rica, in order to determine the degree of infestation by T. dimidiata in an entire city block. Six peridomestic colonies of the insect were detected in the backyards of eight households. The ecotopes occupied by the insects consisted of store rooms with old objects, wood piles or firewood, and chicken coops. A total of 1917 insects were found in the six foci, during two sampling periods, and a mean infection rate by Trypanosoma cruzi of 28.4% was found in 1718 insects examined. The largest colony found in one of the households yielded 872 insects that were thriving mainly at the expenses of two dogs. Opossums and adult insects were common visitors of the houses and it became evident that this marsupial is closely related to the peridomestic cycle of the Chagas disease agent. Lack of colonization of the insect inside the human dwellings is explained by the type of construction and good sanitary conditions of the houses, in contrast to the situation in most peridomiciliary areas. Stomach blood samples from the insects showed that the main hosts were, in order of decreasing frequency: rodents, dogs, fowl, humans, opossums, and cats. The fact that no indication of infection with Chagas disease could be detected in the human occupants of the infested houses, vis a vis the high infection rate in dogs, is discussed.

Aspects of peridomiciliary ecotopes in rural areas of Northeastern Brazil associated to triatomine (Hemiptera, Reduviidae) infestation, vectors of Chagas disease

Artificial ecotopes of 121 peridomiciliary environments in four rural localities in the state of Ceará, Brazil, were studied and the type of material of the ecotopes was identified as triatomine infestation. Two thousand two hundred and four Triatoma brasiliensis Neiva, 340 Triatoma pseudomaculata Corrêa and Espínola, 121 Rhodnius nasutus Stall, and 5 Panstrongylus lutzi (Neiva and Pinto) were captured. Out of the 323 ecotopes found (X =2.0 ± 1.8 per dwelling) such as pigpens, henhouses, corrals, perches, dovecotes, piles of roofing tiles, bricks, wood, and straw 30.3% were infested by triatomines in all different developmental stages, including eggs. A substantial number of triatomines were found in perches, however the largest infestation took place in roofing materials used in the construction of goat/sheep corrals, henhouses, and pigpens, where 98% of them were captured: 1372 triatomines were located in the roofing tile covers, 285 in the straw, 187 in the perches, 77 in the coverings of roofing tiles and straw, and 13 in the straw and wood. Among all the different pile of materials, roofing tiles were the most infested (50%) followed by bricks (38.9%) and woods (36.1%). T. brasiliensis colonized mainly brick piles (chi2=16.539; p < 0.05) and roofing tiles (chi2=5,090.58; p < 0.05); T. pseudomaculata preferred wood perches (chi2= 472.39; p < 0.05) and woodpiles (chi2=126.0 p < 0.05), and R. nasutus was principally found in roofing straw (chi2=384.43; p < 0.05). These findings suggest that triatomines tend to colonize peridomiciliary ecotopes similar to their original habitats.

Síntesi de nanopartícules de TiO2 fàcilment processables i el seu ús per a fabricar a baixa temperatura cel·les solars sensibilitzades

La gran demanda energètica i la problemàtica dels combustibles fòssils i d‟altres recursos per a obtenir energia posen de manifest la necessitat de desenvolupar tecnologies netes, sostenibles i econòmicament viables de generació d‟energia. En aquest àmbit, les cel·les solars sensibilitzades amb colorant (Dye Sensitized Solar Cells, DSSC), que transformen l‟energia solar a energia elèctrica, són una solució factible. A més, el desenvolupament de mètodes per a construir aquestes cel·les a baixa temperatura permetria fabricar-les sobre substrats plàstics, fet que els donaria un valor afegit i permetria una producció en continu, ràpida i amb baix cost tant, econòmic, com d‟impacte ambiental. Aquest treball presenta el desenvolupament d‟un mètode de producció a baixa temperatura (140 ºC) de DSSC, amb eficiència de 5,9 % sobre substrats FTO/vidre. Aquest valor és superior a la majoria de les eficiències reportades a la bibliografia de DSSC construïdes a baixa temperatura. Les capes mesoporoses que formen els elèctrodes de les DCCS es dipositen per doctor blade a partir d‟una pasta composta per nanopartícules de TiO2, de 4-8 nm, recobertes d‟àcid 3,6,9-trioxadecanoic, per nanopartícules de Degussa P25, de 20-25 nm, i com a dissolvents només s‟utilitza aigua i etanol. L‟aplicació d‟un tractament a 140 ºC permet eliminar la matèria orgànica de la superfície de les nanopartícules de 4-8 nm i unir-les a les de Degussa P25. Aquest fet permet obtenir capes mesoporoses sinteritzades de 6 μm de gruix. A més, l‟aplicació d‟un post-tractament, en el qual s‟utilitza l‟àcid hexafluoro titànic (IV), produeix un lleuger increment en l‟eficiència. Endemés, l‟obtenció de capes primes de TiO2 sobre substrats plàstics és un tema d‟actualitat a causa de la falta de mètodes de deposició a baixa temperatura. En aquest context, s‟ha sintetitzat, mitjançant processos respectuosos amb el medi ambient nanopartícules de TiO2 cristal·lí modificades superficialment amb lauril gal·lat i àcid 3,6,9-trioxodecanoic. Les nanopartícules poden ser dispersades en dissolvents orgànics i aigua respectivament, fet que permet obtenir suspensions estables i de fàcil manipulació. Aquestes poden ser utilitzades com a precursores per a obtenir capes primes a baixa temperatura de TiO2 cristal·lí. En concret, les capes primes formades per nanopartícules de TiO2 modificades amb àcid 3,6,9-trioxodecanoic s‟han utilitzat com a blocking layer en les DSSC construïdes a baixa temperatura.

Sylvatic foci of the Chagas disease vector Triatoma infestans in Chile: description of a new focus and challenges for control programs

Triatoma infestans is one of the main domestic vectors of Chagas disease. Reports of wild habitat occurrences have recently increased. In Chile, after a successful elimination campaign of T. infestans domestic infestation, a sylvatic focus was reported in bromeliads in the metropolitan region. Here, we report a new focus of sylvatic T. infestans inhabiting rock piles in the Valparaíso region in central Chile. All T. infestans captured were nymphal instars living among the stones, which were inhabited by several mammal species, along with the sylvatic triatomine vector Mepraia spinolai. We found a prevalence of infection with Trypanosoma cruzi of 36.54% in T. infestans, similar to the previous report for sylvatic specimens from bromeliads. Sylvatic populations of T. infestans should be studied at different geographic scales to elucidate their role in the maintenance of the sylvatic transmission cycle of T. cruzi and their possible role in threatening the domestic elimination of this vector. This information should be used to re-design the control programs in Chile to avoid the re-establishment of the domestic cycle.

Avaluació de la tècnica de fitoextracció per a la reducció de concentracions de metalls pesants en sòls contaminats per la indústria minera

L’explotació minera, especialment la mineria metàl•lica, ha estat sempre associada ariscos de contaminació ambiental de sòls, aigües i vegetació, originats per l’activitatextractiva, les operacions de concentració dels minerals i pels emplaçaments de residusminers sense una gestió adequada. En molts casos els residus miners s’abocavendirectament a rius i rierols o s’acumulaven en piles pròximes a centres habitats iactivitats agrícoles. Concretament s’estudia els cas de les mines d’Osor. Donada la possible presència de quantitats elevades de metalls pesants en aquests sòlses decideix avaluar una tècnica de remediació de sòls lleugera com la fitoextracció. Lafitoextracció es basa en l’ús de plantes bioacumuladores que absorbeixen metalls delsòl. Aquesta tècnica permet una descontaminació del sòl no agressiva i de baix cost peròrequereix un tractament de llarga durada

Factors associated with the occurrence of Triatoma sordida (Hemiptera: Reduviidae) in rural localities of Central-West Brazil

This study estimates the factors of artificial environments (houses and peridomestic areas) associated with Triatoma sordida occurrence. Manual searches for triatomines were performed in 136 domiciliary units (DUs) in two rural localities of Central-West Brazil. For each DU, 32 structural, 23 biotic and 28 management variables were obtained. Multiple logistic regression analysis was performed in order to identify statistically significant variables associated with occurrence of T. sordida in the study areas. A total of 1,057 specimens (99% in peridomiciles, mainly chicken coops) of T. sordida were collected from 63 DUs (infestation: 47%; density: ~8 specimens/DU; crowding: ~17 specimens/infested DU; colonisation: 81%). Only six (0.6%) out of 945 specimens examined were infected with Trypanosoma cruzi. The final adjusted logistic regression model indicated that the probability of T. sordida occurrence was higher in DU with wooden chicken coops, presence of > 30 animals in wooden corrals, presence of wood piles and presence of food storeroom. The results show the persistence of T. sordida in peridomestic habitats in rural localities of Central-West Brazil. However, the observed low intradomestic colonisation and minimal triatomine infection rates indicate that T. sordida has low potential to sustain high rates of T. cruzi transmission to residents of these localities.

Development of Abutment Design Standards for Local Bridge Designs, Volume 1 of 3, Development of Design Methodology, August 2004

Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume (this volume) summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

Development of Abutment Design Standards for Local Bridge Designs, Volume 3 of 3, Verification of Design Methodology, August 2004

Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume (this volume) provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

Development of Abutment Design Standards for Local Bridge Designs, Volume 2 of 3, Design Manual, August 2004

Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume (this volume) introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

Diversity, prevalence and virulence of fungal entomopathogens in colonies of the ant Formica selysi

The richness of the parasitic community associated with social insect colonies has rarely been investigated. Moreover, understanding how hosts and pathogens interact in nature is important to interpret results from laboratory experiments. Here, we assessed the diversity, prevalence and virulence of fungal entomopathogens present around and within colonies of the ant Formica selysi. We detected eight fungal species known to be entomopathogenic in soil sampled from the habitat of ants. Six of these entomopathogens were found in active nests, abandoned nests, and corpses from dump piles or live ants. A systematic search for the presence of three generalist fungal entomopathogens in ant colonies revealed a large variation in their prevalence. The most common of the three pathogens, Paecilomyces lilacinus, was detected in 44% of the colonies. Beauveria bassiana occurred in 17% of the colonies, often in association with P. lilacinus, whereas we did not detect Metarhizium brunneum (formerly M. anisopliae) in active colonies. The three fungal species caused significant mortality to experimentally challenged ants, but varied in their degree of virulence. There was a high level of genetic diversity within B. bassiana isolates, which delineated three genetic strains that also differed significantly in their virulence. Overall, our study indicates that the ants encounter a diversity of fungal entomopathogens in their natural habitat. Moreover, some generalist pathogens vary greatly in their virulence and prevalence in ant colonies, which calls for further studies on the specificity of the interactions between the ant hosts and their fungal pathogens.

Isolamento e Caracterização Fenotípica e Molecular de Parasitos Leishmania sp. de Pacientes com Leishmaniose Tegumentar Americana (LTA) Atendidos no Hospital Universitário Lauro Wanderley da Universidade Federal da Paraíba

As leishmanioses são um complexo de doenças infecto-parasitárias endêmicas em 88 países que constituem um grave problema de saúde pública. Diversas espécies do gênero Leishmania são os agentes causadores da doença, dentre elas a espécie L. (V.) braziliensis associada a diferentes quadros clínicos da Leishmaniose Tegumentar Americana. No presente trabalho foram obtidos nove isolados de Leishmania sp. oriundos de LTA, sendo sete isolados (87%) oriundos de pacientes residentes no município de Pilões, um (13%) da cidade de João Pessoa, ambas regiões, do estado da Paraíba. Todos os nove isolados foram identificados como sendo da espécie L. (V.) braziliensis através de PCR específica. As análises de caracterização molecular pela técnica de RAPD-PCR mostraram que esses isolados compartilharam 62,63% revelando diferenças genotípicas entre elas. Contudo, os isolados AF e JSL, ambos provenientes de lesões disseminadas, tiveram o maior percentual de bandas compartilhadas dentre os isolados. Outra técnica molecular utilizada foi o SSR-PCR com o iniciador K7 que também foi capaz de demontrar polimorfismo entre os isolados. Nas análises de PCR-RLFP das regiões ITS1, foram encontradas perfis diferentes entre os isolados, onde MRSS, JMTS, AF, JCTS, JRL apresentaram o mesmo perfil de bandas e os isolados JSL, JCNS, MFTS e JAS tiveram, cada um, perfis de bandas distintos. Na análise de PCR-RLFP da região do gene hsp70, JSL, AF, JCTS, JRL, MFTS apresentaram o mesmo perfil de bandas e os isolados, MRSS, JMTS, JCNS e JAS perfis de bandas distintos. Adicionalmente foram também observadas diferenças fenotípicas entre estes isolados, visto que em dado momento de cultivo, todos apresentaram comportamento diferenciado, além de demonstrarem diferenças quanto à sensibilidade às drogas utilizadas na terapêutica das leishmanioses. Portanto estes estudos revelam que os isolados de L. (V.) braziliensis obtidos no estado da Paraíba demonstraram um significativo polimorfismo genético, revelando um alto nível de variação intraespecífica.

Surface topography and mixed-pixel effects on the simulated L-band brightness temperatures.

The impact of topography and mixed pixels on L-band radiometric observations over land needs to be quantified to improve the accuracy of soil moisture retrievals. For this purpose, a series of simulations has been performed with an improved version of the soil moisture and ocean salinity (SMOS) end-to-end performance simulator (SEPS). The brightness temperature generator of SEPS has been modified to include a 100-m-resolution land cover map and a 30-m-resolution digital elevation map of Catalonia (northeast of Spain). This high-resolution generator allows the assessment of the errors in soil moisture retrieval algorithms due to limited spatial resolution and provides a basis for the development of pixel disaggregation techniques. Variation of the local incidence angle, shadowing, and atmospheric effects (up- and downwelling radiation) due to surface topography has been analyzed. Results are compared to brightness temperatures that are computed under the assumption of an ellipsoidal Earth.