The gammaproteobacterium Arsenophonus nasoniae infects Nasonia vitripennis (Hymenoptera: Pteromalidae), a parasitic wasp that attacks filth flies. This bacterium kills virtually all male offspring of infected females. Female wasps transmit A. nasoniae both vertically (from mother to offspring) and horizontally (to unrelated Nasonia developing in the same fly). This latter mode may enable the bacterium to colonize novel species and spread throughout a filth fly-parasitoid guild. This spread may be important for maintenance of the bacterium. The ecology of novel hosts may be significantly impacted by infection. The actual and potential host range of A. nasoniae was assessed. I used Arsenophonus-specific primers to screen a large sample of filth flies and their parasitoids. The bacterium infects a wide range of wasp species in the environment. The potential host range was determined by inoculating three wasp and one fly species with an isolate of A. nasoniae from Lethbridge, AB. The bacterium successfully infected all insects and was transmitted by two wasp species. It reduced host longevity, but did not kill males, in Trichomalopsis sarcophagae. It also caused pupal mortality in Musca domestica.

Expansive soils are one of the most serious problems which the foundation engineer faces. Several attempts are being made to control the swell-shrink behavior of these soils. One of the most effective and economical methods is to use chemical additives. Fly ash and desulphogypsum, both of which are by-products of coal burning thermal power plants, are accumulating in large quantities all over the world and pose serious environmental problems. In this study, the expansive soil was stabilized using the fly ash and desulphogypsum obtained from &Ccedil / ayirhan Thermal Power Plant. Fly ash and desulphogypsum were added to the expansive soil from 0 to 30 percent. Lime was used to see how efficient fly ash and desulphogypsum on expansive soil stabilization were, and was added to the expansive soil from 0 to 8 percent. The properties obtained were chemical composition, grain size distribution, consistency limits, swelling percentage, and rate of swell. Fly ash, desulphogypsum, and lime added samples were cured for 7 days and 28 days, after which they were subjected to free swell tests. Swelling percentage decreased and rate of swell increased with increasing stabilizer percentage. Curing resulted in further reduction in swelling percentage and further increase in rate of swell. 25 percent and 30 percent fly ash and desulphogypsum additions reduced the swelling percentage to levels comparable to lime stabilization.

In recent years, scientific studies are carried out to find new refractory material. Having good mechanical properties under very high temperatures, refractories are widely used in industries like iron, steel, glass, cement and pottery. Researches are focused on monolithic refractory making because of their superior properties comparing to conventional firebrick refractories. Providing a mono-block body, having no joints makes the monolithic refractories more durable at elevated temperatures. Easier production and installation are two main points that people are choosing monolithic refractories, thus an economy is made. In this study, for monolithic refractory production, high alumina cement was used as binding material. It is known that the increase in alumina (Al2O3) content increases the high temperature resistance, so that crushed firebrick, having 85% Al2O3 was used as aggregate. Pozzolanic materials, which are silica fume, fly ash, ground granulated firebrick and ground granulated blast furnace slag, were added to improve physical and mechanical properties of mortar. With the addition of steel fibres, change in compressive strength and flexural strength was observed.Superplasticizer was used to understand its behaviour under high temperatures. Portland cement containing mortars were also prepared to make comparison with high alumina cement containing specimens. Specimens were prepared in 5x5x5 cm and 4x4x16 cm prisms. They were cured for one day at curing room, then heated to 105&deg / C and then heated to 1100&deg / C. Weight, size and ultrasound velocity change, compressive strength and flexural strength tests were done to determine physical and mechanical properties of the monolithic refractories, before and after heating. Heated and non-heated specimens were pulverized for microstructural investigation with X-Ray diffraction (XRD) method. Using high alumina cement with 50 &ndash / 60 % granulated blast furnace slag or granulated firebrick, by the weight of cement, and crushed firebrick as aggregate, a satisfactory monolithic refractory material was made. It was observed that, mechanical properties were decreased at the Portland cement used mortars after several times of heating and cooling cycles. Also, it was determined that the microstructure of the high alumina cement containing mortars did not deteriorate much at 1100&deg / C, as long as there was no change observed from the results.

Using recycled concrete aggregate (RCA) as a replacement for natural aggregate in new concrete is a promising way to increase the overall sustainability of new concrete. This has been hindered, however, by a general perception that RCA is a sub-standard material due to the lack of technical guidance, specifically related to long-term durability, on incorporating RCA into new concrete. The goal of this research project was to determine whether current testing methods could be used to assess the potential alkali-silica reactivity of concrete incorporating RCA. The test methods investigated were ASTM C1260 and ASTM C1567 for assessing natural aggregate susceptibility to alkali-silica reactivity (ASR), and the ability of supplementary cementitious materials (SCMs) to mitigate ASR, respectively. Seven different RCA sources were investigated. It was determined that ASTM C1260 was effective in detecting reactivity but expansion varied based on RCA processing. Depending on the aggregate type and the extent of processing, up to a 100% increase in expansion was observed. Replicate testing was performed at four university laboratories to evaluate repeatability and consistency of results. The authors recommend modification to the mixing and aggregate preparation procedures, when testing the reactivity of RCA using ASTM C 1260. This study also investigated the efficacy of replacing portland cement with supplementary cementitious materials (SCMs), known to mitigate alkali-silica reaction (ASR) in concrete with virgin aggregates, to control ASR in concrete incorporating reactive RCA. The SCMs investigated as part of this study included: fly ash (class F), silica fume, and metakaolin. The results of modified alkali-silica reactivity tests, ASTM C1260 and ASTM C1567 (AMBT), are presented for two different recycled concrete aggregates when using 100% portland cement, binary blends of portland cement and fly ash, and ternary blends of portland cement, fly ash and metakaolin or silica fume. The results indicate that SCMs can effectively mitigate ASR in concrete made with RCA. A 40% replacement of portland cement with class F fly ash was able to reduce expansions to below 0.10% in the AMBT for concrete containing 100% of a highly reactive recycled concrete aggregate. A ternary blend, however, of portland cement with a class F fly ash and metakaolin was most effective for both RCAs tested in this study. Higher levels of mitigation may be required for some RCAs, compared to the level required to mitigate ASR in concrete made with their original natural aggregates, depending on the age and composition of the RCA. / Graduation date: 2012

Haematophagous parasites and disease vectors such as leeches, ticks, mites, lice, bed bugs, mosquitoes, and myiasis-causing fly larvae are common health problems in Lao Peoples Democratic Republic (Lao PDR). A main aim of my field work in Lao PDR in 2006-2010 was to document traditional knowledge among different ethnic groups about plants that people use to repel or to kill blood-feeding invertebrates. We carried out structured interviews in 66 villages comprising 17 ethnic groups, covering a range of ethnic group, throughout Lao PDR and recorded a total of 92 plant species - in 123 different plant-ectoparasite combinations - that are used as traditional repellents and/or as “pesticides” to kill "pest" invertebrates. Traditional use was confirmed in the scientific literature for 74 of these plant species, and for an additional 13 species based on literature on closely related species. We concluded that repellents and pesticides from many plant species are commonly used in the Lao countryside. We also investigated traditionally used Lao plants for their activity to repel or to kill certain disease vectors and parasites. Target organisms were mosquitoes (Diptera, Culicidae), fly larvae (Diptera, Cyclorrhapha) in fermented fish production, and terrestrial blood-sucking leeches (Hirudinea, Haemadipsidae). The potential mosquito repellent activities of essential oils of Croton roxburghii (Euphorbiaceae), Hyptis suaveolens (Lamiaceae), and Litsea cubeba (Lauraceae) were evaluated in the field near Vientiane. Oils at concentrations of 1.7-6.7 µg/cm2 were significantly repellent to Aedes, Armigeres and Culex attracted to human baits. The activities against fly larvae, infesting fermenting fish, of three plant species, Tadehagi triquetrum (Fabaceae), Uraria crinita (Fabaceae) and Bambusa multiplex (Poaceae) were investigated: When fresh material of the plants was added on top of fermenting fish infested with fly larvae significant proportions of the larvae were repelled or killed. The total protective effect, i.e., repellent and killing effect combined, of T. triquetrum, U. crinita, and B. multiplex was 60-83 %, 77-90 %, and 60-93 %, respectively. Field evaluation of the potential leech repellent activities of water extracts of Sapindus rarak (Sapindaceae), Catunaregam spathulifolia (Rubiaceae) and Vernonia elaeagnifolia, (Asteraceae) impregnated on stockings and worn by persons in two leech-infested biotopes revealed leech repellent activities of 82.6%, 62.6% and 63.0%, respectively. The corresponding repellencies of deltamethrin and diethyl-3-methyl-benzamide (DEET) were 73.1% and 88.4%, respectively. Identification of the active components in certain of the plants with the ultimate aim to develop more optimal, less costly repellents, insecticides, acaricides, and anti-leech compounds as alternatives to synthetic repellents and pesticides against blood-feeding insects, ticks, mites, and leeches is in progress.

Thallium is a highly toxic element that humans are exposed to mainly by consumption of drinking water and vegetables grown in soil with high thallium content but also through inhalation of particles in the air. Thallium is also present in fossil fuels, alloys, and in electronic utilities. The increasing use of the element and emissions from notably energy production has lead to a higher load on the surface of the Earth. This study aims at increasing the knowledge about the behaviour of thallium in aquatic environments. Focus has been on the redox chemistry of thallium in relation to its mobility, which is of great importance because Tl(I) and Tl(III) have very different properties in this respect. The relationship between Tl(I) and Tl(III) in surface waters from contaminated and uncontaminated environments was examined by ion chromatography connected on line to ICP-MS (inductively coupled plasma mass spectrometry). It was found in controlled systems that even though Tl(III) is thermodynamically unstable under fresh water conditions Tl(I) was oxidised in the presence of light and iron(III). This was also confirmed in field studies. When lake water samples were exposed to light, Tl(I) was oxidised and thallium was lost from the solution. The most likely explanation for this was adsorption of thallium to particle surfaces. The concentration of thallium in Swedish lakes and soil were measured. In unpolluted lakes the concentration ranges between 4.5-12 ng/l, the sediment concentration was 0.07-1.46 mg/kg. The anthropogenic load was found to have increased since the end of the Second World War although concentrations above background were found since the early industrialisation. In contaminated areas the concentration in soil ranges from 0.64-88 mg/kg, high concentrations were found in systems with alum shale and in soil exposed to runoff from a lead and zinc enrichment plant. The mobilisation of thallium from solid phases in contaminated areas was dependent on pH and about 50% of the leachable content was mobilised already at pH 5-6. Once it had been released to water it was highly mobile. These conditions suggest that in a large part of the Swedish environment a high mobility of thallium can be expected.

Thesis (MEng)-- Stellenbosch University, 2013. / ENGLISH ABSTRACT: The deployment of Unmanned Aerial Vehicles (UAV) for power line inspection requires the definition of safe-fly zones. Transient Over-Voltages (TOVs) on the Overhead Transmission Lines (OHTLs) put the UAV at risk if it encroaches on these zones. In order to determine the safe-fly zones of a UAV in the vicinity of OHTLs, realistic full-scale experimental tests are done. Non-linearity in breakdown effects renders small-scale testing and computational work inaccurate. Experimental work is used to describe the close-up approach distances for worst-case scenarios. Testing cannot provide a full solution due to the limitation of the equipment available. Further tests must therefore be done at a specialised facility. Experiments are run in two phases, namely non-linear and linear tests in the High Voltage (HV) laboratory. The non-linear tests are done to derive Minimum Approach Distances (MAD). The linear experiments are used to calibrate FEKO, the simulation tool, to the measurement environment. Once correlation between the linear test data and the simulated data is found, confidence is derived in both the simulation model and the test setup. The simulations can then be used to determine a geometric factor as an input into F. Rizk’s prediction equations. The Rizk equations are used to describe the safe-fly zones alongside OHTLs as an addition to the non-linear experimental work. Along with the standard’s suggestions, the Rizk predictions are formulated in such a way that line-specific solutions can be determined. The suggested clearance values are provided in terms of per unit values, which can be selected in accordance with historical line data. Power line sparking is investigated to better understand the line radiation phenomenon. This understanding could assist in the line inspection process, as well as in the layout of power lines near radio quiet areas. Knowledge of OHTL radiation patterns can aid in the location of corona and sparking sources in the inspection process. Aerial sparking measurements are taken using a UAV carrying a spectrum analyser. Measured sparking levels are used to verify a Computational Electromagnetic (CEM) model. The CEM model can then be used to further investigate OHTL radiation characteristics. / AFRIKAANSE OPSOMMING: Die aanwending van Onbemande Vliegtuie (UAVs) vir kraglyn inspeksies, vereis die definiëring van veilige vlieg sones. Oorspannings (TOVs) op oorhoofse kraglyne (OHTLs) kan hierdie vliegtuie in gevaar stel as hulle die grense van hierdie sones oorskry. Om die veilige vlieg sones van 'n UAV in die omgewing van OHTLs te bepaal, is realistiese volskaalse toetse gedoen. Die nie-lineariteit in afbreek effekte lewer onakkurate kleinskaal toetse en rekenaar werk. Eksperimentele werk word gebruik om die benaderde afstande vir die ergste geval te beskryf. Hierdie werk kan nie 'n volledige oplossing gee nie as gevolg van ‘n beperking op huidige toerusting. Dit beteken dat verdere toetse, by ‘n meer gespesialiseerde fasiliteit, gedoen moet word. Eksperimente is uitgevoer in twee fases: nie-lineêre en lineêre toetse in die Hoogspannings (HV) laboratorium. Die nie-lineêre toetse word gedoen om die kleinste-benaderde-afstand (MAD) af te lei en die lineêre eksperimente word gebruik om FEKO (‘n numeriese elektromagnetika simulasie program) met die metings omgewing te kalibreer. Sodra daar ‘n korrelasie tussen die lineêre data en die gesimuleerde data is, kan daar aangeneem word dat die simulasie model en die toets-opstelling betroubaar is. Die simulasies kan dan gebruik word om 'n meetkundige faktor te bepaal as 'n bydrae tot F. Rizk se voorspellings vergelykings. Die Rizk vergelykings word gebruik om die veilige vlieg sones langs die OHTLs te beskryf. Dit kan dus gebruik word as ‘n toevoeging tot die nie-lineêre eksperimentele werk. Saam met die normale meet standaard voorstellings, is die Rizk voorspellings geformuleer sodat dit die lyn spesifieke oplossings kan bepaal. Die voorgestelde verklarings waardes word in per eenheid waardes beskryf, wat dan gekies kan word met ooreenstemmende historiese lyn data. Kraglyn-vonke word ondersoek om die lyn-bestraling verskynsel beter te verstaan. Hierdie begrip kan in die lyn inspeksie proses en in die uitleg van kraglyne naby radiostilte-areas help. Kennis van OHTL bestralings patrone kan help met die identifisering van corona en vonk-bronne tydens die inspeksie proses. 'n UAV met 'n aangehegte spektrum analiseerder is gebruik om die lug-vonkende metings te neem. Vonk vlakke wat gemeet is word dan gebruik om 'n Numeriese Elektromagnetiese (CEM) model te bevestig. Die CEM model kan dan gebruik word om OHTL bestralings eienskappe verder te ondersoek.

Conselho Nacional de Desenvolvimento Científico e Tecnológico / The study of concrete structures durability necessarily passes by the study of covercrete and by the understanding of the factors that affect the features of this superficial layer. The use of high contents of mineral addictions on the concrete influences meaningfully the resistance of the covering layer to the chemical attack and on the pores structure. This dissertation aimed to analyze, through the obtained results in the tests of capillary water absorption, according to the RILEM TC 116 PCD Recommendation, and to the diffusion of water held following the directives DAN et al (1988) presented by Isaia (1995), based on publications of CSTB, the percolation of water on concrete covering layer, besides co-relating with the resistance to 50 MPa, the total volume of intruding mercury and the critical diameter of the pores. To these analysis perform, prototypes specimens of 75 cm x 20cm x 15cm have been molded with high contents of mineral additions, 70 % of slag and 20% of fly ash, in replacement to the cement mass, with or without addition of 20% of hydrated lime, in mass, and w/cm relationships 0,3 ; 0,4 ; 0,5 besides the reference mix proportion, only with cement and w/cm relationships 0,4; 0,6 e 0,8. The tests of capillary absorption and water diffusion were held, on the 91 and 300 days to execute the comparative study between these two ages, extracted specimens of 10 cm x 20 cm, from the prototypes had been accomplished, being closed to 0, 2,5 e 5,0cm of depth from the surface. After performing the analysis, it has been noticed that the replacement of cement by mineral additions causes a strength reduction to the compression, being it more accentuated in the initial ages and eased as the time passes by. In relation to the coefficients of water absorption and diffusion of the concretes with mineral additions compared to the reference concretes in equality of w/cm and ages, being analyzed the use of additions, meaningful reductions that get to 79% in the absorption and 69% in the diffusion, on the 300 day. When analyzed considering the depth (in equality of w/cm) the layer reduction 3 (5cm) in relation to 1(0,5cm) gets to 55% in the absorption and 31% in the diffusion, on the 300 day, and in the mix proportion with addition of hydrated lime, justifiable by the fact of the hydrated lime stored water helping in the hydrating process producing a more compact matrix. In equality of 50 Mpa compressive strength, the reductions are 86% to the absorption and 70% to the diffusion. It s been noticed, as to the absorption as to the diffusion, a strong co-relation with the intruding total volume and the pores diameter on the 300 day. / O estudo da durabilidade das estruturas de concreto passa, necessariamente, pelo estudo do concreto de cobrimento e pelo entendimento dos fatores que afetam as características dessa camada superficial. O uso de altos teores de adições minerais no concreto influencia significativamente a resistência da camada de cobrimento ao ataque químico e a estrutura dos poros. Esta dissertação tem por objetivo analisar, através dos resultados obtidos nos ensaios de absorção capilar de água, conforme a norma RILEM TC-116 PCD, e de difusão de água, realizado seguindo as diretrizes de Dan et al (1988), apresentadas por Isaia (1995), baseadas em publicações de CSTB, a percolação de água na camada de cobrimento do concreto, além de correlacionar com a resistência a 50 MPa , o volume total de mercúrio intrudido e o diâmetro crítico dos poros. Para realização dessas análises, foram moldadas peças protótipos de 75 cm x 20 cm x 15 cm, que permaneceram em exposição ambiental até a data de realização dos ensaios. Os protótipos foram moldados com altos teores de escória, 70% e cinza volante 20%, em substituição à massa de cimento, com e sem adição de 20% de cal hidratada, em massa, e uma relação a/mc 0,3, 0,4, 0,5, além do traço de referência, somente com cimento e relação a/c 0,4; 0,6 e 0,8. Os ensaios de absorção capilar e de difusão de água foram realizados aos 91 e 300 dias. Para executar o estudo comparativo entre essas duas idades, foram extraídos testemunhos 10 cm x 20 cm dos protótipos sendo cerrados a 0, 2,5 e 5,0 cm de profundidade a partir da superfície. Após a realização das análises, observou-se que a substituição de cimento por adições minerais acarreta uma diminuição na resistência à compressão, sendo mais acentuada nas idades iniciais e amenizada com o passar do tempo. Em relação aos coeficientes de absorção e de difusão de água dos concretos com adições minerais, comparados com os concretos de referência, em igualdade de a/mc e idades analisadas, o uso de adições resultou em significativas reduções nesses coeficientes, que chegam a 79% na absorção e de 69% na difusão, aos 300 dias. Quando analisados em função da profundidade (em igualdade de a/mc), as reduções da camada 3 em relação à camada 1 chegam a 55% na absorção e 31% na difusão, aos 300 dias e nos traços com adição de cal hidratada. Esse comportamento é justificável pelo fato de a cal hidratada armazenar água auxiliando nos processos de hidratação, produzindo uma matriz mais compacta. Em igualdade de resistência, as reduções são de 86% para a absorção e de 70% para a difusão. Observa-se, tanto para a absorção como para a difusão, uma forte correlação com o volume total intrudido e o diâmetro dos poros aos 300 dias.

Coercive diplomacy attempts to use military force in a limited fashion as a diplomatic and political tool in order to persuade an opponent to cease aggression rather than to bludgeon him into stopping. The use of limited military force in coercive diplomacy is not a military strategy, but rather a refined political and psychological instrument used for resolving a crisis. One relatively new instrument in the toolbox of limited force when engaging in coercive diplomacy, fashioned to deter adversaries, is the use of no-fly zones. The term no-fly zone describes the physical area of a nation that is patrolled using the airpower of another sovereign state or coalition. However, despite its relatively frequent use in its short history, it has largely been ignored in theoretical studies of coercive diplomacy. As scholars, such as Daniel Byman and Matthew Waxman, have presented a critical view on the limitations of approaching a study on a single instrument in coercive diplomacy, this paper grounds the argument that there is still value in this approach. Given that the conditions of coercive diplomacy mainly focus on an array of coercive instruments at a political level, are the conditions in the theories of coercive diplomacy sufficient to explain the political success of the military instrument of no-fly zones? Hence, this paper illustrates the theoretical reach of the theories of coercive diplomacy by highlighting the fungibility of the coercive diplomacy’s theoretical ‘success conditions’ when assessing a single military instrument. By studying the political success and failure in four separate cases, this paper proposes an analytical framework, which is by and large, derived from Peter Viggo Jakobsen and Alexander George’s theoretical basis. However, as the theoretical basis does not fully cover all of the political dimensions of no-fly zones, an additional variable is proposed. The resulting analytical framework suggests that this is a viable approach, but only by combining Jakobsen’s revised conditions with the original work of Alexander George, in addition to the proposed variable. Thus, this result contributes to the large body of scholarly work on coercive diplomacy theory and the debate whether one can assess a specific coercive instrument with the political ‘success conditions’ of coercive diplomacy, or not. / Master Thesis

Made available in DSpace on 2016-08-12T19:15:17Z (GMT). No. of bitstreams: 1 Edmonsdson Reginaldo Moura Filho.pdf: 524734 bytes, checksum: 3f37db728848bc0bd5514af7485b1c3f (MD5) Previous issue date: 2006-04-05 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / The objective of this study was to evaluate the influence of water quality utilized for insecticides application in the chemical control of the melon leafminer. The study was carried out in three stages: 1 - Evaluation of the type of water (application with mineral water and water from the farm); 2 - Evaluation of the influence of different water pH levels (applications with mineral water with pH 6.0, pH 4.5 and pH 3.2); 3 - Evaluation of the influence of the application of mineral water diluted insecticides on plants infested in laboratory. The two first stages were carried out at Santa Julia Farm s production area, in Mossoró-RN. The insecticides utilized in all the stages were cyromazine, abamectin, chlorfenapyr, spinosad and acetamiprid. In the first stage, for each treatment, 10 infested leaves (one for each plant) were selected and in each leaf a number of leafminer larvae were encircled with a permanent;the insecticides were applied according to each assigned treatment; counts for live and dead larvae were performed two days after insecticide sprayings. In the second stage, larvae were marked as in the first stage and the insecticides diluted in mineral water (three pH levels) were applied; the numbers of larvae were counted two days after insecticide sprayings. In the third stage, the insecticides were diluted in mineral water (pH 6.0) and sprayed on previously infested plants maintained in laboratory; daily evaluations began twenty-four hours after insecticide application by counting of both alive and dead larvae. Data were analyzed and it was concluded that the type of water had no influence on the efficiency of the applied insecticides. The highest leafminer larvae mortality rates were obtained with the applications of cyromazine, abamectin and spinosad / Este trabalho teve como objetivo avaliar a influência da qualidade da água utilizada na aplicação de defensivos agrícolas, no controle químico da mosca minadora do meloeiro. O trabalho foi realizado em três etapas: 1 - Avaliação do tipo de água (aplicação com água mineral e água da fazenda); 2 - Avaliação da influência de diferentes níveis de pH da água (aplicações com água mineral com pH 6,0, pH 4,5 e pH 3,2); 3 - Avaliação da aplicação de inseticidas, com água mineral, em plantas infestadas em laboratório. As duas primeiras etapas foram conduzidas em áreas comerciais da Fazenda Santa Julia, localizada no município de Mossoró-RN. Os inseticidas utilizados em todas as etapas deste estudo foram cyromazine, abamectin, chlorfenapyr, spinosad e acetamiprid. Na primeira etapa, para cada tratamento, foram selecionadas 10 folhas infestadas (uma por planta), nas quais foram selecionadas larvas vivas da mosca minadora. Estas larvas foram circuladas com um marcador permanente de ponta porosa e em seguida foram realizadas aplicações dos inseticidas referentes a cada tratamento. Dois dias após as pulverizações foi realizada a avaliação, contabilizando-se os números de larvas vivas e mortas. Na segunda etapa, nas folhas com larvas marcadas como na primeira etapa, foram aplicados os inseticidas diluídos em água mineral com três diferentes níveis de pH. Dois dias após as pulverizações foi realizada a avaliação contabilizando-se o número de larvas vivas e mortas. Na terceira etapa os inseticidas foram diluídos em água mineral (pH 6,0) e aplicados sobre as plantas previamente infestadas em laboratório. Decorridas 24 horas da aplicação, as folhas infestadas começaram a ser avaliadas diariamente, computando-se nesta avaliação os números de larvas vivas e mortas. Após as contagens e análises foi verificado que as águas utilizadas não influenciaram a eficiência dos inseticidas aplicados. Os maiores percentuais de mortalidade em larvas de mosca minadora foram obtidos com as aplicações de cyromazine, abamectin e spinosad