Data extracted from the 67 articles selected for analysis.
\\n\\n
More than half of the publishers listed alongside IntechOpen (18 out of 30) are Social Science and Humanities publishers. IntechOpen is an exception to this as a leader in not only Open Access content but Open Access content across all scientific disciplines, including Physical Sciences, Engineering and Technology, Health Sciences, Life Science, and Social Sciences and Humanities.
\\n\\nOur breakdown of titles published demonstrates this with 47% PET, 31% HS, 18% LS, and 4% SSH books published.
\\n\\n“Even though ItechOpen has shown the potential of sci-tech books using an OA approach,” other publishers “have shown little interest in OA books.”
\\n\\nAdditionally, each book published by IntechOpen contains original content and research findings.
\\n\\nWe are honored to be among such prestigious publishers and we hope to continue to spearhead that growth in our quest to promote Open Access as a true pioneer in OA book publishing.
\\n\\n\\n\\n
\\n"}]',published:!0,mainMedia:{caption:"IntechOpen Maintains",originalUrl:"/media/original/113"}},components:[{type:"htmlEditorComponent",content:'
Simba Information has released its Open Access Book Publishing 2020 - 2024 report and has again identified IntechOpen as the world’s largest Open Access book publisher by title count.
\n\nSimba Information is a leading provider for market intelligence and forecasts in the media and publishing industry. The report, published every year, provides an overview and financial outlook for the global professional e-book publishing market.
\n\nIntechOpen, De Gruyter, and Frontiers are the largest OA book publishers by title count, with IntechOpen coming in at first place with 5,101 OA books published, a good 1,782 titles ahead of the nearest competitor.
\n\nSince the first Open Access Book Publishing report published in 2016, IntechOpen has held the top stop each year.
\n\n\n\nMore than half of the publishers listed alongside IntechOpen (18 out of 30) are Social Science and Humanities publishers. IntechOpen is an exception to this as a leader in not only Open Access content but Open Access content across all scientific disciplines, including Physical Sciences, Engineering and Technology, Health Sciences, Life Science, and Social Sciences and Humanities.
\n\nOur breakdown of titles published demonstrates this with 47% PET, 31% HS, 18% LS, and 4% SSH books published.
\n\n“Even though ItechOpen has shown the potential of sci-tech books using an OA approach,” other publishers “have shown little interest in OA books.”
\n\nAdditionally, each book published by IntechOpen contains original content and research findings.
\n\nWe are honored to be among such prestigious publishers and we hope to continue to spearhead that growth in our quest to promote Open Access as a true pioneer in OA book publishing.
\n\n\n\n
\n'}],latestNews:[{slug:"webinar-introduction-to-open-science-wednesday-18-may-1-pm-cest-20220518",title:"Webinar: Introduction to Open Science | Wednesday 18 May, 1 PM CEST"},{slug:"step-in-the-right-direction-intechopen-launches-a-portfolio-of-open-science-journals-20220414",title:"Step in the Right Direction: IntechOpen Launches a Portfolio of Open Science Journals"},{slug:"let-s-meet-at-london-book-fair-5-7-april-2022-olympia-london-20220321",title:"Let’s meet at London Book Fair, 5-7 April 2022, Olympia London"},{slug:"50-books-published-as-part-of-intechopen-and-knowledge-unlatched-ku-collaboration-20220316",title:"50 Books published as part of IntechOpen and Knowledge Unlatched (KU) Collaboration"},{slug:"intechopen-joins-the-united-nations-sustainable-development-goals-publishers-compact-20221702",title:"IntechOpen joins the United Nations Sustainable Development Goals Publishers Compact"},{slug:"intechopen-signs-exclusive-representation-agreement-with-lsr-libros-servicios-y-representaciones-s-a-de-c-v-20211123",title:"IntechOpen Signs Exclusive Representation Agreement with LSR Libros Servicios y Representaciones S.A. de C.V"},{slug:"intechopen-expands-partnership-with-research4life-20211110",title:"IntechOpen Expands Partnership with Research4Life"},{slug:"introducing-intechopen-book-series-a-new-publishing-format-for-oa-books-20210915",title:"Introducing IntechOpen Book Series - A New Publishing Format for OA Books"}]},book:{item:{type:"book",id:"3244",leadTitle:null,fullTitle:"Soybean - Bio-Active Compounds",title:"Soybean",subtitle:"Bio-Active Compounds",reviewType:"peer-reviewed",abstract:'Legumes are important for the diet of a significant part of the world\'s population; they are a good source of protein, carbohydrates, minerals and vitamins. The "importance of soybean" lies in the overall agriculture and trade and in its contribution to food supply.\nSoybean contains the highest protein content and has no cholesterol in comparison with conventional legume and animal food sources. Furthermore, soybean is a cheap source of food, and at the same time medicinal due to its genistein, photochemical, isoflavones content. Soybean has been found to be extremely helpful in the fight against heart disease, cancer and diabetes, among others. Soybean protein and calories are presently being used to prevent body wasting often associated with HIV. The importance of soybean nutrition intervention is amplified where medications are unavailable. Its economic potential inherent in a wide range of industrial uses can be harnessed to the benefit of smallholder soybean producers.',isbn:null,printIsbn:"978-953-51-0977-8",pdfIsbn:"978-953-51-5356-6",doi:"10.5772/45866",price:159,priceEur:175,priceUsd:205,slug:"soybean-bio-active-compounds",numberOfPages:558,isOpenForSubmission:!1,isInWos:1,isInBkci:!1,hash:"b21aa6107fce439bd06d53fbe0bc3c9e",bookSignature:"Hany A. El-Shemy",publishedDate:"February 20th 2013",coverURL:"https://cdn.intechopen.com/books/images_new/3244.jpg",numberOfDownloads:69201,numberOfWosCitations:95,numberOfCrossrefCitations:42,numberOfCrossrefCitationsByBook:3,numberOfDimensionsCitations:133,numberOfDimensionsCitationsByBook:5,hasAltmetrics:1,numberOfTotalCitations:270,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"February 28th 2012",dateEndSecondStepPublish:"March 20th 2012",dateEndThirdStepPublish:"August 3rd 2012",dateEndFourthStepPublish:"September 2nd 2012",dateEndFifthStepPublish:"December 2nd 2012",currentStepOfPublishingProcess:5,indexedIn:"1,2,3,4,5,6",editedByType:"Edited by",kuFlag:!1,featuredMarkup:null,editors:[{id:"54719",title:"Prof.",name:"Hany",middleName:null,surname:"El-Shemy",slug:"hany-el-shemy",fullName:"Hany El-Shemy",profilePictureURL:"https://mts.intechopen.com/storage/users/54719/images/system/54719.jpg",biography:"Prof. Hany A. El-Shemy received a Ph.D. in Biochemistry from the University of Cairo, Egypt, and a Ph.D. in Genetic Engineering from the University of Hiroshima, Japan. He holds two patents and has written thirteen international books. He has also published more than 100 SCI journal papers and 55 conference presentations. Dr. El-Shemy was a technique committee member as well as chair of many international conferences. He has also served as editor for journals including PLOS ONE, BMC Genomics, and Current Issues in Molecular Biology. He has received several awards, including state prizes from the Academy of Science, Egypt (2004, 2012, and 2018), the Young Arab Researcher prize from the Shuman Foundation, Jordan (2005), and Cairo University Prizes (2007, 2010, and 2014). He served as an expert for the African Regional Center of Technology, Dakar, Senegal, as well as a visiting professor at Pan African University, African Union. He served as vice president of the Academy of Science and Technology, Egypt, from 2013 to 2014. Since 2014 he has been the dean of the Faculty of Agriculture, Cairo University. In 2018, he was elected a fellow of the African Academy of Science.",institutionString:"Cairo University",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"0",totalChapterViews:"0",totalEditedBooks:"13",institution:{name:"Cairo University",institutionURL:null,country:{name:"Egypt"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,coeditorOne:null,coeditorTwo:null,coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"371",title:"Phytochemistry",slug:"agricultural-and-biological-sciences-plant-biology-phytochemistry"}],chapters:[{id:"40448",title:"Critical Evaluation of Soybean Role in Animal Production Chains Based on the Valorization of Locally Produced Feedstuff",doi:"10.5772/52476",slug:"critical-evaluation-of-soybean-role-in-animal-production-chains-based-on-the-valorization-of-locally",totalDownloads:2045,totalCrossrefCites:1,totalDimensionsCites:1,hasAltmetrics:0,abstract:null,signatures:"Stefano Tavoletti",downloadPdfUrl:"/chapter/pdf-download/40448",previewPdfUrl:"/chapter/pdf-preview/40448",authors:[{id:"152704",title:"Prof.",name:"Stefano",surname:"Tavoletti",slug:"stefano-tavoletti",fullName:"Stefano Tavoletti"}],corrections:null},{id:"42895",title:"Advanced Techniques in Soybean Biodiesel",doi:"10.5772/52990",slug:"advanced-techniques-in-soybean-biodiesel",totalDownloads:2249,totalCrossrefCites:1,totalDimensionsCites:3,hasAltmetrics:0,abstract:null,signatures:"Mauricio G. 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From ancient times dogs have been used by humans as tools for different purposes, such as hunting, gathering food, caring for livestock, protection, and more recently as detectors of explosives and drugs, as companion animals, or as assistants for people with various types of disease or disability [3, 4, 5]. Therefore, their coexistence has been wide-ranging, and has generated numerous opportunities for around 260 zoonotic diseases to emerge between dogs and humans [2, 6].
\nThere are almost one billion dogs worldwide [7], but the relationship between the numbers of people and dogs varies according to the geographic area and socioeconomic conditions of each country or region [8]. In developed countries the human to dog ratio varies from 6 to 10:1 according to the World Health Organisation [9]; in Italy the human:dog ratio is 9:1 [10], and in the United States it is 3.6:1 [11]. The dog population in South America is very large, around 87.6 million. In Brazil in particular there are 44.9 million children aged under 14 years, and an estimated total of 52.2 million dogs, which means there are more dogs than children [12]. In Argentina, a survey carried out for food companies determined that there are approximately 9 million dogs, and that 78% of households have a dog, whose function is mainly exclusively companionship [13]. The situation in Chile is similar, where the dog population is around 3.5 million and 64% of households have at least one [14], while in Uruguay the dog population is 1.75 million and 72% of households own a dog [15].
\nTo encourage responsible ownership of this large number of dogs, it was necessary to enact laws indicating what responsible dog care implies (Argentina: Decree 1088/11; Chile: No. 21.020/17; Uruguay: No. 1189/14). Animal welfare thus imposes obligations on the owner, which include vaccinations, deworming, neutering, adequate food, and keeping pets confined to the household or taking them outside on a lead, thus preventing them from roaming freely. It should be noted that in most localities of these countries these laws are not enforced effectively [16].
\nAlthough national laws have been promulgated several years ago, knowledge of them and the care received by dogs is far from adequate [17, 18, 19, 20]. The biggest problem in these countries is that dogs are allowed to roam freely in public areas, and this is associated with education, socio-economic level, the idiosyncrasy and customs of each country, the role the dog plays within the family, and the low importance that people give to how their dog can affect other people or animals [21]. In addition, allowing dogs to roam freely is strongly correlated with other aspects of dog care, such as a lack of appropriate vaccination and deworming treatment [21]. The care given to dogs that roam freely is poorer than for dogs which are confined, and they are rarely taken to the vet due to the high cost that this represents [22]. In Chile, the average cost spent per pet for annual veterinary check-ups, diagnoses, vaccines and treatment is US$ 330 [4], while in Argentina this cost is around US$ 100 annually (personal observation). The percentage of vaccinated dogs is low, even when there is a possibility of rabies contagion [14, 23], and the frequency of deworming is in most cases inadequate considering that dogs can roam freely on public roads, becoming reinfected [23, 24, 25]. The percentage of animals that are neutered is also insufficient, despite the national or local neutering programs run in the three countries [21, 26, 27]. Neutered animals represent less than half the dog population [21, 23, 28] and the majority are older than 3 years; in many cases dogs are allowed to have at least one litter of offspring [23].
\nOne Health is recognised as a valuable paradigm for global health management, and seeks the integration of human and animal health. The risk of transmission of a zoonotic disease from dogs to humans is related to the abundance of infectious forms in the environment, climatic conditions, whether dogs roam freely, and the behaviour of humans that exposes them to infective sources [29, 30]. It has been observed that free-roaming dogs are more exposed and prone to acquiring parasites [24, 31, 32, 33]. In Chile, rural dogs are associated with agricultural and livestock activities. They are unsupervised, have freedom to roam and are given limited veterinary care [34]. In Argentina, parasite richness and prevalence are positively associated with free-roaming animals, and only a small proportion of dogs (17%) is subjected to some degree of movement restriction [20]. In the cities of Argentinian Patagonia, another important factor that promotes infection by zoonotic parasites, mainly cystic echinococcosis, is the domestic slaughter of small ruminants for human consumption. This practice occurs frequently in rural areas and the peripheral low-income neighbourhoods of cities, where dogs are fed with the raw offal of sheep and goats [35, 36]. The vast majority of parasites registered in South America are cosmopolitan zoonotic parasites transmitted through dog faeces, such as
Southern South America is a region with varied geography and climate and marked altitudinal and latitudinal differences; for example, plains (Pampas in Argentina and Uruguay), arid plateaus (Patagonia), forests (Patagonia and northeastern Argentina), and mountains of high altitude between Argentina and Chile (the Andes). The climate ranges from humid tropical in northern Argentina and Uruguay, arid in northern Chile, to humid cold in the south of Argentina and Chile. This climatic variety favours the distribution and occurrence of different parasites. On the other hand, the socio-economic condition of a large part of the population is characterised by poverty and a low-income economy. This scenario is accompanied by a lack of parasitological studies, surveillance and zoonosis control plans on the part of public health organisations [44].
\nThe objective of this work is to describe, through bibliographic analysis, the occurrence, prevalence, species richness, and distribution of intestinal helminth parasites found in dog faeces in urban and rural areas of southern South America (Argentina-Chile-Uruguay).
\nThree databases (PubMed, Google Scholar and Scopus) were searched for studies published between 2000 and 2020. The search terms were “dog AND parasite AND Argentina”; “dog AND parasite AND Chile”; and “dog AND parasite AND Uruguay”.
\nThe Google Scholar search in particular returned a large number of results, of which the first 700 titles were read (and in some cases the abstract); however, it was observed that after the first 200 no results were found that met the search requirements.
\nThe studies to be included were identified independently by two reviewers, and were confirmed by a third reviewer following standardised methodology [45]. The studies included met the following criteria: (1) full text articles available online; (2) published between 2000 and 2020; (3) peer-reviewed, original papers published either in English or Spanish; (4) cross-sectional studies that assessed the prevalence of any intestinal helminth parasite of dogs in Argentina, Chile or Uruguay; (5) studies that detected parasite infection in faeces using at least one parasitological, serological and/or molecular method; (6) studies that reported sample sizes, and the prevalence of each parasite species. Reviews and case reports were excluded. The following data were extracted from each article: authors, publication year, country, localities (coordinates), type of locality (rural/urban), sample size, detection method, prevalence of each parasite, number of parasite species.
\nThe distribution maps were constructed using the Free and Open Source Geographic Information System (QGis system). The coordinates for the site locations were taken from the selected works or were completed using Google Earth. The prevalence values shown on the maps were obtained from the studies included in the bibliographic review. The map of South America was obtained from shape files from
Spearman’s rank Correlation Tests were performed to analyse the relation between richness, with sample size and latitude. All sites with richness = 1 were excluded, since they searched for only one parasite.
\nFrom the search in the 3 databases, 29,450 scientific items were found. Of these, 24,517 belong to the period between 2000 and 2020. After analysing the titles and abstracts, 24,298 articles were excluded because they did not comply with the objectives or inclusion criteria, did not include helminths, did not correspond to the countries under study, or were not cross-sectional studies. A total of 219 articles were evaluated for eligibility. After removing the duplicates, 67 were included in the final analysis (\nTable 1\n), and the full texts of these relevant articles were reviewed in depth. Forty-eight corresponded to Argentina, 17 to Chile, and 2 to Uruguay (\nFigure 1\n). The data come from analysis of 32,300 dog faeces collected in urban or rural sites of the 3 countries. Sample sizes in the different studies ranged from 4 to 2,417, except for Uruguay where 5,356 faeces were analysed for the National Echinococcosis Control Programs, without considering the presence of other parasites (\nTable 1\n).
\nFlow diagram of epidemiologic studies on dog parasites for the systematic review.
Autor | \nAño | \nCountry | \nName Study Locality | \nCoordinates | \nSample size | \nFixing method | \nof tection Methods | \nNo. Of detection methods | \nRURAL | \nURBAN | \nRichness | \nAncylostomids | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \nCapillaria sp. | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \nTrematodes | \n\n | \n\n | \n
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Acosta Jamett et al. [47] | \n2010 | \nChile | \nTangue | \n30°20\'S, 71°34\'W | \n120 | \n\n | ELISA | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 10 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Acosta Jamett et al. [47] | \n2010 | \nChile | \nGuanaqueros | \n30°11\'S, 71°25\'W | \n81 | \n\n | ELISA | \n1 | \n\n | urban | \n0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Acosta Jamett et al. [47] | \n2010 | \nChile | \nCoquimbo | \n29°57\'S, 71°20\'W | \n128 | \n\n | ELISA | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | 15 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Acosta Jamett et al. [48] | \n2014 | \nChile | \nCombarbalá | \n\n31°10′S, 71°03′W\n | \n52 | \n\n | CoproElisa | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | 27 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Andresiuk et al. [49] | \n2007 | \nArgentina | \nMar del Plata | \n37°56\'S, 57°35\'W | \n400 | \n\n | Willis Flotation | \n1 | \n\n | urban | \n3 | \n\n | 62.8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 13.9 | \n46.75 | \n\n | \n | \n |
Andresiuk et al. [50] | \n2003 | \nArgentina | \nMar del Plata | \n\n38°00′S, 57°33′W\n | \n125 | \n\n | Flotation, sedimentation of Willis | \n1 | \n\n | urban | \n4 | \n\n | 62.96 | \n24.07 | \n\n | \n | \n | \n | \n | \n | 2.56 | \n\n | \n | \n | \n | \n | \n | \n | 22.22 | \n62.96 | \n\n | \n | \n |
Andresiuk et al. [29] | \n2004 | \nArgentina | \nMar del Plata | \n\n38°00′S, 57°33′W\n | \n288 | \n\n | Flotation, sedimentation of Willis | \n1 | \n\n | urban | \n3 | \n\n | \n | 65.83 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 14.17 | \n46.67 | \n\n | \n | \n |
Archelli et al. [51] | \n2018 | \nArgentina | \nEnsenada | \n\n34°51′S, 57°54′W\n | \n217 | \nFormol 10% | \nSedimentation of Teleman and Flotation of Sheater | \n2 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 23.0 | \n\n | \n | \n | \n |
Arezo et al .[36] | \n2020 | \nArgentina | \nBariloche | \n41°10’S, 71°18’W | \n1780 | \n\n | coproElisa Echinococcus | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al .[36] | \n2020 | \nArgentina | \nEl Bolson | \n\n41°58′S, 71°32′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nComallo | \n\n41°02′S, 70°16′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nEl Cuy | \n\n39°56′S, 68°20′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nIng. Jacobacci | \n\n41°18′S, 69°35′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nMaquinchao | \n\n41°15′S, 68°42′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nLos Menucos | \n\n40°50′S, 68°05′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nÑorquinco | \n\n41°51′S, 70°54′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nPilcaniyeu | \n\n41°07′S, 70°43′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nRamos Mexia | \n\n40°30′S, 67°17′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nSierra Colorada | \n\n40°35′S, 67°45′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al. [36] | \n2020 | \nArgentina | \nSierra Grande | \n\n41°36′S, 65°21\'W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Arezo et al . [36] | \n2020 | \nArgentina | \nValcheta | \n\n40°42′S, 66°09′W\n | \n\n | \n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Armstrong et al. [52] | \n2011 | \nChile | \nTemuco | \n37°24\'S, 72°31\'W | \n196 | \n\n | Flotation with zinc | \n1 | \n\n | urban | \n4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 9.3 | \n\n | \n | 4.7 | \n\n | \n | 12.4 | \n4.7 | \n\n | \n | \n |
Casas et al. [53] | \n2013 | \nArgentina | \nLa Quiaca | \n\n22°06′S, 65°36′W\n | \n89 | \n\n | Copro, Elisa and WB | \n2 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | 2.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Castillo et al. [54] | \n2000 | \nChile | \nSantiago de Chile | \n\n33°27′S, 70°40′W\n | \n288 | \nFormol salino | \nTelemann modified, using ethandl acetate | \n1 | \n\n | urban | \n4 | \n\n | 4.5 | \n\n | 0.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 13.5 | \n7.3 | \n\n | \n | \n |
Chiodo et al. [55] | \n2006 | \nArgentina | \nGeneral Mansilla | \n35°04\'S, 57°44\'W | \n81 | \n\n | Sedimentation of Teleman modified | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.17 | \n\n | \n | \n | \n |
Cociancic et al. [56] | \n2017 | \nArgentina | \nLa Plata | \n\n34°56′S, 57°57′W\n | \n78 | \n\n | Sedimentation of Ritchie and Flotation of Willis | \n2 | \n\n | urban | \n7 | \n\n | 69.2 | \n41.0 | \n\n | \n | 1.3 | \n\n | \n | \n | 1.3 | \n\n | \n | \n | \n | \n | \n | 1.3 | \n21.8 | \n28.2 | \n\n | \n | \n |
Cociancic et al. [32] | \n2020 | \nArgentina | \nUshuaia | \n54°48′S, 68°18′W | \n80 | \nFormol 5% | \nSedimentation and Flotac | \n2 | \n\n | urban | \n7 | \n\n | \n | 1.3 | \n\n | \n | \n | 2.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 5.0 | \n1.3 | \n\n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nTumbaya | \n\n23°51′S, 65°28′W\n | \n222 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 11.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nHumahuaca | \n\n23°12′S, 65°21′W\n | \n18 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 27.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nTilcara | \n\n23°34′S, 65°23′W\n | \n64 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 14.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nCochinoca | \n\n22°44′S, 65°53′W\n | \n94 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 9.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nSusques | \n\n23°24′S, 66°22′W\n | \n50 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 2.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nSanta Catalina | \n\n21°56′S, 66°03′W\n | \n28 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 10.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
De Costas et al. [57] | \n2014 | \nArgentina | \nYavi | \n\n22°07′S, 65°27′W\n | \n47 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | 14.8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Dopchiz et al. [58] | \n2013 | \nArgentina | \nLobos, Bs As | \n35°10′S, 59°05\'W | \n42 | \nFormol 10%, freezado | \nSedimetation of Ritchie, Flotation of Sheater and CoproElisa | \n3 | \nrural | \n\n | 6 | \n\n | 11.9 | \n14.29 | \n\n | \n | \n | 19.05 | \n26.19 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 26.19 | \n\n | \n | \n |
Enriquez et al. [59] | \n2019 | \nArgentina | \nPampa del Indio, Chaco | \n26°02′S, 59°55′W | \n85 | \nSAF solution | \nFlotation with NaCl and Sedimentation | \n2 | \n\n | urban | \n8 | \n\n | 68.2 | \n\n | \n | \n | 2.4 | \n\n | \n | \n | 1.2 | \n\n | \n | 5.9 | \n5.9 | \n\n | \n | \n | 14.1 | \n3.5 | \n15.3 | \n\n | \n |
Flores et al. [35] | \n2017 | \nArgentina | \nBariloche | \n41°10’S, 71°18’W | \n118 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n9 | \n\n | 47.0 | \n\n | \n | 16.9 | \n0.8 | \n9.3 | \n\n | \n | 5.1 | \n\n | 2.5 | \n\n | \n | \n | \n | 11.9 | \n12.7 | \n39.0 | \n\n | \n | \n |
Fontanarosa et al. [60] | \n2006 | \nArgentina | \nLanus | \n34°22′S, 58°22′W | \n262 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n5 | \n\n | 9.1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 0.05 | \n12.6 | \n11 | \n\n | \n | \n |
Fontanarosa et al. [60] | \n2006 | \nArgentina | \nAvellaneda | \n34°39′S, 58°22′W | \n547 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n5 | \n\n | 8.9 | \n\n | \n | \n | 0.8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 14.2 | \n5.4 | \n\n | \n | \n |
Fontanarosa et al. [60] | \n2006 | \nArgentina | \nAlte Brown | \n34°50′S, 58°23′W | \n458 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n5 | \n\n | 19 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 8.9 | \n14.1 | \n\n | \n | \n |
Fontanarosa et al. [60] | \n2006 | \nArgentina | \nE.Echeverria | \n34°52′S, 58°28′W | \n134 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n5 | \n\n | 21.6 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.7 | \n17.9 | \n\n | \n | \n |
Fontanarosa et al. [60] | \n2006 | \nArgentina | \nLomas de Zamora | \n34°45′S, 58°25′W | \n499 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n5 | \n\n | 13 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 9.8 | \n10.2 | \n\n | \n | \n |
Fontanarosa et al. [60] | \n2006 | \nArgentina | \nQuilmes | \n34°15′S, 58°15′W | \n293 | \n\n | Sheater Flotation | \n1 | \n\n | urban | \n5 | \n\n | 13.6 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 10.2 | \n7.5 | \n\n | \n | \n |
Gamboa et al. [61] | \n2011 | \nArgentina | \nLa Plata | \n34°56′S, 57°53′W | \n12 | \nFormol 10% | \nSedimentation of Ritchie and Flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 16 | \n\n | 16 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 16 | \n8 | \n\n | \n | \n |
Gamboa et al. [62] | \n2009 | \nArgentina | \nLa Plata Norte | \n\n34°56′S, 57°57′W\n | \n5 | \n\n | Sedimentation of Ritchie and Carles Barthelemand, and Flotation of Fülleborn | \n3 | \n\n | urban | \n4 | \n\n | 16.7 | \n\n | 16.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 16.7 | \n8.3 | \n\n | \n | \n |
Gamboa et al. [62] | \n2009 | \nArgentina | \nLa Plata Sur | \n\n34°56′S, 57°57′W\n | \n4 | \n\n | Sedimentation of Ritchie and Carles Barthelemand, and Flotation of Fülleborn | \n3 | \n\n | urban | \n2 | \n\n | 33.3 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 8.3 | \n\n | \n | \n | \n |
Gamboa et al. [62] | \n2009 | \nArgentina | \nAristóbulo del Valle | \n\n27°05′S, 54°53′W\n | \n11 | \n\n | Sedimentation of Ritchie and Carles Barthelemand, and Flotation of Fülleborn | \n3 | \n\n | urban | \n4 | \n\n | 90.9 | \n\n | 9.1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 27.3 | \n9.1 | \n\n | \n | \n |
Gonzalez Acuña et al. [63] | \n2008 | \nChile | \nArchipiélago de Juan Fernández | \n\n33°38′S, 78°50′w\n | \n40 | \nSAF solution | \nTeuscher Methods or Flotation of Willis | \n2 | \nrural | \n\n | 3 | \n30.0 | \n\n | \n | \n | \n | \n | 3.9 | \n\n | \n | \n | \n | 15 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Gorman et al. [31] | \n2006 | \nChile | \nSantiago de Chile | \n\n33°27′S, 70°40′W\n | \n582 | \n\n | Flotation zinc sulfate and Sedimentation of Teleman modified | \n2 | \n\n | urban | \n5 | \n5.3 | \n\n | \n | \n | \n | 2.1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 2.4 | \n9.1 | \n8.6 | \n\n | \n | \n |
Irabedra et al. [64] | \n2016 | \nUruguay | \n\n | \n | \n | \n | 5356 | \n\n | CoproElisa | \n1 | \n\n | \n | \n | \n | \n | \n | 3.6 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Irabedra et al. [64] | \n2016 | \nUruguay | \n\n | \n | \n | \n | 1496 | \n\n | CoproElisa | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 7.35 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
La Sala et al. [65] | \n2015a | \nArgentina | \nBahía Blanca | \n38°44′S, 62°16′W | \n475 | \nFormol 10% | \nSedimentation of Ritchie | \n1 | \n\n | urban | \n5 | \n\n | 21.1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 0.6 | \n\n | \n | \n | 2.3 | \n18.1 | \n\n | \n | \n |
La Sala et al. [66] | \n2015b | \nArgentina | \nBahia Blanca | \n\n38°43′S, 62°16′W\n | \n475 | \n\n | Direct observation | \n1 | \n\n | urban | \n5 | \n\n | 22.3 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 0.6 | \n\n | \n | \n | 2.3 | \n18.1 | \n\n | \n | \n |
Lamberti et al . [67] | \n2014 | \nArgentina | \nGra. Pico | \n35°39′S, 63°45′W | \n785 | \n\n | Flotation with ClNa | \n1 | \n\n | urban | \n3 | \n\n | 45.4 | \n\n | 7.1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 25.8 | \n\n | \n | \n |
Lamberti et al. [68] | \n2015 | \nArgentina | \nGral Pico | \n\n35°40′S, 63°44′W\n | \n1229 | \n\n | Flotation with ClNa and ZnSO4 | \n2 | \n\n | urban | \n3 | \n\n | 45.4 | \n\n | 6.4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 21.9 | \n\n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nEl Bolsón | \n\n41°58′S, 71°32′W\n | \n68 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 11.8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nEl Cuy | \n\n39°56′S, 68°20′W\n | \n81 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 6.1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nÑorquinco | \n\n41°51′S, 70°54′W\n | \n47 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 6.4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nPilcaniyeu | \n\n41°07′S, 70°43′W\n | \n19 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 5.3 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nComallo | \n\n41°02′S, 70°16′W\n | \n12 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 8.3 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nIngeniero Jacobacci | \n\n41°18′S, 69°35′W\n | \n108 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 7.4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nMaquinchao | \n\n41°15′S, 68°42′W\n | \n16 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 12.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nLos Menucos | \n\n40°50′S, 68°05′W\n | \n37 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 5.4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nSierra Colorada | \n\n40°35′S, 67°45′W\n | \n42 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 2.4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nValcheta | \n\n40°42′S, 66°09′W\n | \n106 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 4.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Larrieu et al. [69] | \n2014 | \nArgentina | \nSierra Grande | \n\n41°36′S, 65°21\'W\n | \n14 | \n\n | Copro, Elisa and WB | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 7.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Lavallén et al. [70] | \n2011 | \nArgentina | \nGral Pueyrredon | \n38°00′S, 57°33′W | \n46 | \nFormol 10% | \nSediemtation of Ritchie and Flotation of Sheater and coproELISA | \n3 | \n\n | urban | \n6 | \n\n | 71.74 | \n41.3 | \n\n | \n | \n | 8.6 | \n17.36 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | 63.04 | \n45.65 | \n\n | \n | \n |
Lopez et al. [71] | \n2006 | \nChile | \nSantiago de Chile | \n\n33°27′S, 70°40′W\n | \n972 | \nPAF fenol, alcohol and formaldehído | \nBurrows Technique | \n1 | \n\n | urban | \n7 | \n1.8 | \n\n | \n | \n | \n | 2.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | 0.4 | \n\n | 1.4 | \n11.1 | \n8.9 | \n\n | \n | 1.2 | \n
Luzio et al. [72] | \n2013 | \nChile | \nTomé | \n\n36°37′S, 72°57′W\n | \n223 | \nPAF fenol, alcohol and formaldehído | \nBurrows Technique | \n1 | \n\n | urban | \n9 | \n\n | 8.1 | \n0.9 | \n\n | \n | 9.9 | \n\n | \n | \n | 2.7 | \n\n | 3.1 | \n\n | \n | 1.8 | \n\n | 6.3 | \n22.9 | \n8.1 | \n\n | \n | \n |
Luzio et al. [73] | \n2015 | \nChile | \nSanta de los Angeles | \n37°28\'S, 72°21\'W | \n452 | \nPAF fenol, alcohol and formaldehído | \nBurrows Technique | \n2 | \n\n | urban | \n7 | \n\n | 4.2 | \n0.44 | \n\n | \n | 2.6 | \n\n | \n | \n | \n | \n | 0.44 | \n\n | \n | 1.6 | \n\n | 1.3 | \n9.3 | \n\n | \n | \n | \n |
Luzio et al. [74] | \n2017 | \nChile | \nConcepcion | \n\n36°49′S, 73°03′W\n | \n64 | \nPAF fenol, alcohol and formaldehído | \nBurrows Technique | \n1 | \n\n | urban | \n5 | \n\n | 8.5 | \n\n | \n | \n | \n | 29 | \n\n | \n | \n | \n | 4.5 | \n\n | \n | 6.3 | \n\n | \n | 29.7 | \n\n | \n | \n | \n |
Madrid et al. [75] | \n2008 | \nArgentina | \nMar del Plata | \n\n38°00′S, 57°33′W\n | \n358 | \n\n | Flotation with NaCl | \n1 | \n\n | urban | \n7 | \n\n | 18.9 | \n11.5 | \n\n | \n | \n | \n | \n | \n | 1.1 | \n\n | \n | \n | \n | \n | \n | 0.6 | \n5.9 | \n13.4 | \n\n | \n | \n |
Marder et al. [76] | \n2004 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n900 | \n\n | Flotation of Willis, Sheater and Faust | \n3 | \n\n | urban | \n3 | \n\n | 64.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 7.6 | \n3.1 | \n\n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nParaná | \n\n31°44′S, 60°31′W\n | \n61 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n2 | \n\n | 67.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 7.0 | \n\n | \n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nSanta Fé | \n\n31°38′S, 60°42′W\n | \n200 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n3 | \n\n | 14.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 62.0 | \n12.0 | \n\n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nAvellaneda (Santa Fé) | \n\n29°07′S, 59°39′W\n | \n15 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n3 | \n\n | 5.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.0 | \n1.0 | \n\n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nReconquista (Santa Fé) | \n\n29°09′S, 59°39′W\n | \n10 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n2 | \n\n | 5.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 5.0 | \n\n | \n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nCalchaquí (Santa Fé) | \n\n29°53′S, 60°16′W\n | \n17 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n3 | \n\n | 2.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 5.0 | \n1.0 | \n\n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nHersilia (Santa Fé) | \n\n30°00′S, 61°51′W\n | \n12 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n3 | \n\n | 4.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 5.0 | \n1.0 | \n\n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nSan Carlos Centro (Santa Fé) | \n\n31°44′S, 61°06′W\n | \n24 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n3 | \n\n | 8.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.0 | \n3.0 | \n\n | \n | \n |
Martin et al. [77] | \n2008 | \nArgentina | \nSanto Tomé (Santa Fé) | \n\n31°40′S, 60°46′W\n | \n54 | \nSolución salina 5% | \nConcentration methods | \n1 | \n\n | urban | \n3 | \n\n | 9.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 5.0 | \n2.0 | \n\n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nArica | \n\n18°28′S, 70°19′W\n | \n50 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 4 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nAntofagasta | \n\n23°38′S, 70°23′W\n | \n50 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 2 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nIllapel | \n\n31°37′S, 71°10′W\n | \n50 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 7.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 10 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nViña del Mar | \n\n33°01′S, 71°33′W\n | \n27 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nValparaiso | \n\n33°02′S, 71°37′W\n | \n40 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 10 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 12.5 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nSan Felipe | \n\n32°45′S, 70°43′W\n | \n44 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.8 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nSantiago de Chile | \n\n33°27′S, 70°40′W\n | \n54 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 1.9 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nRancagua | \n\n34°09′S, 70°44′W\n | \n27 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 7.4 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nSan Fernando | \n\n34°35′S, 70°59′W\n | \n50 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 24 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 8 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nConcepcion | \n\n36°49′S, 73°03′W\n | \n49 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 8.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.1 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nTemuco | \n\n38°44′S, 72°35′W\n | \n50 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 40 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 4 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nValdivia | \n\n39°48′S, 73°14′W\n | \n50 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | 20 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 4 | \n\n | \n | \n | \n |
Mercado et al. [78] | \n2004 | \nChile | \nPunta Arenas | \n\n53°09′S, 70°54′W\n | \n54 | \n\n | Sedimentation and Harada, Mori | \n2 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 1.9 | \n\n | \n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n61 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 32.8 | \n\n | \n | \n | 1.6 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 26.3 | \n3.3 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n40 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 35.0 | \n\n | \n | 2.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 17.5 | \n2.5 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n40 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 35.0 | \n\n | \n | 12.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 12.5 | \n10.0 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n32 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n3 | \n\n | 50.0 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 15.6 | \n9.4 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n40 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 45.0 | \n\n | \n | 2.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 20.0 | \n2.5 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n33 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n3 | \n\n | 48.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.0 | \n3.0 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n34 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n3 | \n\n | 38.2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 17.6 | \n5.9 | \n\n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n44 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 43.2 | \n\n | \n | 4.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 6.8 | \n\n | \n | \n | \n |
Milano et al. [79] | \n2005 | \nArgentina | \nCiudad de Corrientes | \n27°25’S, 58°52’W | \n38 | \nFormol 10% | \nSedimentation and flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 50.0 | \n\n | \n | 2.6 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 15.8 | \n7.9 | \n\n | \n | \n |
Motta et al . [80] | \n2019 | \nArgentina | \nRio Cuarto | \n33°07′S, 64°20′W | \n493 | \nFormol 10% | \nFlotation of Willis, and Sheather, and Sedimentation | \n3 | \n\n | urban | \n5 | \n\n | 30.83 | \n\n | \n | \n | 0.61 | \n\n | \n | 1.42 | \n\n | \n | \n | \n | \n | \n | \n | \n | 6.9 | \n9.94 | \n\n | \n | \n |
Natalini et al . [81] | \n2020 | \nArgentina | \nParque Nac Mburucuya | \n27°58′S, 57°59′W | \n28 | \nFormol 10% | \nFlotation Sheater and sedimentation of Ritchie | \n2 | \nrural | \n\n | 6 | \n\n | \n | 4 | \n4 | \n\n | 4 | \n\n | 7 | \n\n | \n | \n | \n | \n | 14 | \n\n | \n | \n | 4 | \n4 | \n\n | \n | \n |
Natalini et al . [81] | \n2020 | \nArgentina | \nSan Nicolás NP | \n27°59′S, 57°35′W | \n23 | \nFormol 10% | \nFlotation Sheater and Sedimentation of Ritchie | \n2 | \nrural | \n\n | 3 | \n\n | 52 | \n\n | \n | \n | \n | \n | 9 | \n\n | \n | \n | 9 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Oku et al. [82] | \n2004 | \nUruguay | \nTacuarembo | \n31°42′S, 55°58′W | \n79 | \n\n | Necropsy | \n1 | \n\n | urban | \n4 | \n\n | \n | \n | \n | \n | 38 | \n23 | \n\n | \n | \n | 1 | \n\n | \n | \n | 8 | \n\n | \n | \n | \n | \n | \n | \n |
Oku et al. [82] | \n2004 | \nUruguay | \n\n | 31°45′S, 55°58′W | \n-31.75 | \n\n | Necropsy | \n1 | \nrural | \n\n | 6 | \n\n | \n | \n | \n | 1 | \n30 | \n3.49 | \n\n | \n | \n | 4 | \n\n | \n | \n | 23 | \n3 | \n\n | \n | \n | \n | \n | \n |
Olivares et al. [83] | \n2014 | \nChile | \nTemuco | \n37°24\'S, 72°36\'W | \n102 | \n\n | Flotation and Sedimentation of Teuscher | \n1 | \n\n | urban | \n4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | 21.5 | \n\n | 12.7 | \n\n | \n | \n | \n | \n | 21.5 | \n35.2 | \n\n | \n | \n |
Opazo et al. [84] | \n2019 | \nChile | \nValparaiso | \n\n33°02′S, 71°37′W\n | \n30 | \nPAF fenol, alcohol and formaldehído | \nBurrows Technique | \n1 | \nrural | \n\n | 6 | \n7 | \n\n | 13 | \n\n | \n | 17 | \n\n | \n | \n | \n | \n | 17 | \n\n | \n | \n | \n | \n | 40 | \n3 | \n\n | \n | \n |
Oyarzun et al. [85] | \n2019 | \nChile | \nContulmo | \n\n38°00′S, 73°14′W\n | \n270 | \nAlcohol | \nSedimentation and Flotation of Teuscher | \n1 | \nrural | \n\n | 5 | \n\n | \n | 25.5 | \n\n | \n | \n | 4 | \n\n | \n | \n | \n | 53.9 | \n\n | \n | 30.5 | \n\n | \n | \n | 15.6 | \n\n | \n | \n |
Parra et al. [86] | \n2017 | \nArgentina | \nAncajuli | \n26°35′S, 65°33′W | \n43 | \n\n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 13 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Parra et al. [86] | \n2017 | \nArgentina | \nAnfama | \n26°45′S, 65°34′W | \n22 | \n\n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Parra et al. [86] | \n2017 | \nArgentina | \nChaquivil | \n26°41′S, 65°36′W | \n7 | \n\n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 4 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Parra et al. [86] | \n2017 | \nArgentina | \nLa Hoyada | \n26°41′S, 65°31′W | \n5 | \n\n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 3 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Parra et al. [86] | \n2017 | \nArgentina | \nMala Mala | \n26°47′S, 65°33′W | \n9 | \n\n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 6 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Parra et al. [86] | \n2017 | \nArgentina | \nSan José de Chasquivil | \n26°41′S, 65°36′W | \n17 | \n\n | CoproElisa | \n1 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | \n | \n | 8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Perez et al. [87] | \n2006 | \nArgentina | \nRio Negro | \n\n40°48′S, 63°00′W\n | \n416 | \n\n | Copro, Elisa and WB | \n2 | \n\n | \n | 2 | \n\n | \n | \n | \n | \n | \n | 4.6 | \n\n | \n | \n | \n | \n | \n | 14.9 | \n\n | \n | \n | \n | \n | \n | \n | \n |
Quilodrán-González et al. [88] | \n2018 | \nChile | \nCabrero | \n37°2\'S, 72°24\'W | \n83 | \n\n | Flotation of Sheater | \n1 | \n\n | urban | \n1 | \n41 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 4.8 | \n\n | \n | 4.8 | \n13.3 | \n\n | \n | \n |
Quilodrán-González et al. [88] | \n2018 | \nChile | \nCabrero | \n37°2\'S, 72°24\'W | \n10 | \n\n | Flotation of Sheater | \n1 | \nrural | \n\n | 2 | \n60 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 10 | \n\n | \n | \n |
Radman et al. [89] | \n2006 | \nArgentina | \nCapital Federal | \n34°34S, 58°31W | \n125 | \n\n | Flotation of Fülleborn | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 51.2 | \n\n | \n | \n | \n |
Rivero et al. [90] | \n2015 | \nArgentina | \nPuerto Iguazú y alrededres | \n25°35′S, 54°34′W | \n405 | \nFormol 10% | \nFlotation of Sheater and Sedimentation of Telemann | \n2 | \nrural | \n\n | 1 | \n\n | \n | \n | \n | 0.49 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Rivero et al. [91] | \n2017 | \nArgentina | \nPuerto Iguazú y alrededres | \n25°35′S, 54°34′W | \n530 | \nFormol 10% | \nDirect with lugol, Flotation of Sheater and Sedimentation of Teleman | \n3 | \n\n | urban | \n8 | \n\n | \n | \n | 0.9 | \n0.9 | \n1.3 | \n\n | \n | \n | \n | \n | 55.6 | \n\n | 0.4 | \n\n | \n | 3.9 | \n13.4 | \n12.1 | \n\n | \n | \n |
Rodriguez et al. [92] | \n2005 | \nArgentina | \nMar del Plata | \n\n38°00′S, 57°33′W\n | \n171 | \n\n | Flotation and Sedimentation | \n2 | \n\n | urban | \n6 | \n\n | 67.8 | \n42.4 | \n\n | \n | 1.5 | \n\n | \n | \n | 5.6 | \n\n | \n | \n | \n | \n | \n | \n | 6.8 | \n52.2 | \n\n | \n | \n |
Roth et al. [93] | \n2018 | \nArgentina | \nBariloche | \n41°08′S, 71°27′W | \n118 | \nFreezado | \nFlotation of Sheater and Sedimentation of Telemann | \n2 | \n\n | urban | \n1 | \n\n | \n | \n | \n | 16.9 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Rubel et al. [94] | \n2003 | \nArgentina | \nCapital Federal | \n34°34S, 58°31W | \n31 | \nFormol 5% | \nSedimentation of Teleman | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 14.0 | \n\n | \n | \n | \n |
Rubel et al. [95] | \n2005 | \nArgentina | \nCapital Federal | \n34°34S, 58°31’W | \n2417 | \nFormol 5% | \nSedimentation of Teleman | \n1 | \n\n | urban | \n4 | \n\n | 33.5 | \n\n | \n | \n | 0.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 13.0 | \n32.0 | \n\n | \n | \n |
Rubel et al. [96] | \n2010 | \nArgentina | \nCapital Federal | \n34°34’S, 58°31’W | \n421 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n7 | \n\n | 26.0 | \n\n | \n | \n | 0.6 | \n\n | \n | \n | \n | \n | 0.9 | \n\n | 0.6 | \n\n | \n | 0.2 | \n1.7 | \n4.0 | \n\n | \n | \n |
Rubel et al. [97] | \n2019 | \nArgentina | \nBuenos Aires | \n34°37′S, 58°25′W | \n112 | \n\n | Centrifugation and Flotation of Sheater | \n2 | \n\n | urban | \n4 | \n\n | 20.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 0.9 | \n\n | \n | \n | 1.8 | \n3.6 | \n\n | \n | \n |
Sánchez et al. [98] | \n2003 | \nArgentina | \nComodoro Rivadavia y Rada Tilly | \n45°S, 68°W | \n481 | \nFormol 5% | \nSedimentation de Teleman and Flotation de Willis | \n2 | \n\n | urban | \n6 | \n\n | \n | 1.0 | \n\n | \n | 0.2 | \n\n | \n | \n | 0.2 | \n\n | \n | 2.6 | \n3.6 | \n\n | \n | \n | 17.9 | \n\n | \n | \n | \n |
Sánchez Thevenet et al. [99] | \n2003 | \nArgentina | \nComodoro Rivadavia | \n45°S, 68°W | \n163 | \nFormol 5% | \nSedimentation of Teleman and Flotation of Willis | \n2 | \n\n | urban | \n6 | \n\n | \n | 0.8 | \n\n | \n | 0.3 | \n\n | \n | \n | \n | \n | \n | 1.6 | \n1.4 | \n\n | \n | \n | 8.8 | \n\n | \n | \n | \n |
Semenas et al. [100] | \n2014 | \nArgentina | \nBariloche | \n41°10’S, 71°18’W | \n54 | \n\n | Sedimentation of Teleman and Flotation of Sheater | \n2 | \n\n | urban | \n10 | \n\n | 1.8 | \n3.7 | \n\n | 12.8 | \n\n | 3.6 | \n\n | \n | 1.8 | \n\n | 12.8 | \n\n | 7.3 | \n\n | \n | 1.8 | \n11.0 | \n29.3 | \n\n | \n | \n |
Soriano et al. [101] | \n2010 | \nArgentina | \nNeuquen rural | \n38°14′S, 69°46′W | \n1298 | \nFormol 5% | \nFlotation and Sedimentation | \n2 | \nrural | \n\n | 8 | \n\n | 0.15 | \n\n | \n | 0.15 | \n0.15 | \n\n | \n | \n | \n | \n | \n | \n | 17.87 | \n\n | \n | 0.84 | \n16.4 | \n1.3 | \n\n | 0.3 | \n\n |
Soriano et al. [101] | \n2010 | \nArgentina | \nNeuquén urbano (neuquen y chos malal | \n37°23′S, 70°17′W | \n646 | \nFormol 5% | \nFlotation and Sedimentation | \n2 | \n\n | urban | \n6 | \n\n | 0.93 | \n\n | \n | \n | \n | \n | \n | \n | 0.31 | \n\n | \n | \n | 2.17 | \n\n | \n | \n | 16.1 | \n15.63 | \n\n | \n | \n |
Souto et al. [102] | \n2016 | \nArgentina | \nEl Chalía (Chubut) | \n\n45°41′S, 70°59′W\n | \n22 | \nFormol 10% | \nSedimentation of Teleman, Flotation of Willis and copro, Elisa | \n3 | \nrural | \n\n | 2 | \n\n | \n | \n | \n | \n | \n | 13.6 | \n\n | \n | \n | \n | \n | \n | 9.1 | \n\n | \n | \n | \n | \n | \n | \n | \n |
Taranto et al. [103] | \n2000 | \nArgentina | \nFortín Dragones y Misión Chaqueña | \n23°15’S, 63°20’W | \n106 | \n\n | Directo, Flotation of Willis and centrifugation | \n3 | \n\n | urban | \n4 | \n\n | 69.8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 1.9 | \n\n | \n | \n | 17.2 | \n7.5 | \n\n | \n | \n |
Torres et al. [104] | \n2004 | \nChile | \nPanguipulli | \n\n39°38′S, 72°20′W\n | \n109 | \nPAF fenol, alcohol y formaldehído | \nSedimentation | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | 1.8 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Torres et al. [104] | \n2004 | \nChile | \nChoshuenco | \n\n39°50′S, 72°04′W\n | \n22 | \nPAF fenol, alcohol y formaldehído | \nSedimentation | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | 4.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Vargas et al. [105] | \n2016 | \nChile | \nNiebla | \n39°48\'S, 73°14\'W | \n78 | \nFormol salino | \nSedimentation of Telemann modified, Flotation Sulphate Zinc, método cuantitativo | \n3 | \n\n | \n | 1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 15.4 | \n\n | \n | \n | \n |
Vargas et al. [105] | \n2016 | \nChile | \nValdivia | \n39°48\'S, 73°14\'W | \n77 | \nFormol salino | \nSedimentation of Telemann modified, Flotation Sulphate Zinc, método cuantitativo | \n3 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 15.6 | \n\n | \n | \n | \n |
Winter et al. [106] | \n2018 | \nArgentina | \nViedma | \n40°48’S, 62°59’W | \n531 | \n\n | Flotation de Sheater | \n1 | \n\n | urban | \n6 | \n\n | 33.8 | \n\n | \n | \n | \n | \n | \n | 2.2 | \n\n | \n | \n | \n | 0.7 | \n\n | \n | 2.9 | \n22.8 | \n40.4 | \n\n | \n | \n |
Zonta et al [107] | \n2019 | \nArgentina | \nClorinda (Formosa) | \n25°17\'S, 57°43\'W | \n16 | \nFormol | \nSedimentation of Ritchie and Flotation of Willis | \n2 | \n\n | urban | \n4 | \n\n | 62.5 | \n37.5 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n |
Zunino et al. [108] | \n2000 | \nArgentina | \nComodoro Rivadavia | \n45°S, 68°W | \n31 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n2 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 9.7 | \n\n | \n | \n | \n | \n | 3.3 | \n\n | \n | \n | \n |
Zunino et al. [108] | \n2000 | \nArgentina | \nTrelew | \n\n43°15′S, 65°18′W\n | \n30 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n3 | \n\n | \n | 3.3 | \n\n | \n | \n | \n | \n | \n | \n | \n | 3.3 | \n\n | \n | \n | \n | \n | 33.3 | \n\n | \n | \n | \n |
Zunino et al. [108] | \n2000 | \nArgentina | \nPuerto Madryn | \n\n42°46′S, 65°02′W\n | \n29 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n1 | \n\n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | \n | 10.3 | \n\n | \n | \n | \n |
Zunino et al. [108] | \n2000 | \nArgentina | \nSarmiento | \n\n45°36′S, 69°05′\n | \n29 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n3 | \n\n | \n | 6.9 | \n\n | \n | \n | \n | \n | \n | \n | \n | 6.9 | \n\n | \n | \n | \n | \n | 24.1 | \n\n | \n | \n | \n |
Zunino et al. [108] | \n2000 | \nArgentina | \nEsquel | \n\n42°54′S, 71°19\'W\n | \n29 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n3 | \n\n | \n | 6.9 | \n\n | \n | \n | \n | \n | \n | \n | \n | 3.4 | \n\n | \n | \n | \n | \n | 13.8 | \n\n | \n | \n | \n |
Zunino et al. [108] | \n2000 | \nArgentina | \nLago Puelo | \n\n42°09′S, 71°38′W\n | \n30 | \nFormol 5% | \nFlotation of Willis | \n1 | \n\n | urban | \n3 | \n\n | \n | 16.7 | \n\n | \n | \n | \n | \n | \n | \n | \n | 6.9 | \n\n | \n | \n | \n | \n | 20.0 | \n\n | \n | \n | \n |
Data extracted from the 67 articles selected for analysis.
The number of copro-parasitological techniques used in each study varied between 1 and 3, with a total of 15 different methods (\nTable 1\n). The most commonly used techniques were Willis flotation (20 reports), Sheater flotation (15 reports) and Telemann sedimentation (14 reports). In Uruguay only two methods were used: necropsy of stray dogs and coproELISA for
More than 140 sites were analysed in Chile and Argentina (\nFigure 2\n, \nTable 1\n); however, the number of sites analysed in Uruguay could not be determined as this information is not given in the 2 selected studies. In Argentina and Chile, a total of 104 urban sites and 43 rural areas were considered (\nTable 2\n).
\nDistribution of collection sites and species richness in each site.
Country | \nNumber of studies analysed | \nNumber of sites analysed | \nRural Sites | \nUrban Sites | \nTotal collected faeces (range) | \nRichness (Range) | \nNumber of Techniques used | \n
---|---|---|---|---|---|---|---|
\n | \n48 | \n110 | \n38 | \n76 | \n18,812 (4–2417) | \n17 (1–10) | \n13 | \n
\n | \n19 | \n33 | \n5 | \n28 | \n4,574 (10–972), | \n14 (1–9) | \n11 | \n
\n | \n2 | \nnot reported | \nnot reported | \nnot reported | \n7,134 (79–5356) | \n6 (1–6) | \n2 | \n
Summary of studies: Total number of reports analysed for the three countries, number of rural and urban sites, collected samples, techniques used, and species richness.
A total of 22 parasite taxa was recorded (\nTable 3\n): 1 trematode (Trematoda sp.), 7 cestodes (
Parasite species | \nTotal Number of Sites | \nMean prevalence (SD) | \nNumber of positive urban sites | \nMean prevalence in urban sites (SD) | \nNumber of positive rural sites | \nMean prevalence in rural sites (SD) | \n
---|---|---|---|---|---|---|
\n | \n14 | \n5.7 ± 6.2 | \n10 | \n7.8 ± 6.3 | \n4 | \n0.6 ± 0.4 | \n
\n | \n21 | \n5.6 ± 10.3 | \n16 | \n4.1 ± 9.3 | \n5 | \n10.5 ± 12.8 | \n
\n | \n52 | \n7.9 ± 7.1 | \n14 | \n12.9 ± 9.9 | \n38 | \n6 ± 4.7 | \n
\n | \n16 | \n5.1 ± 5.9 | \n12 | \n3.4 ± 4.2 | \n4 | \n10.3 ± 7.5 | \n
\n | \n9 | \n9 ± 10.5 | \n7 | \n3.9 ± 2.7 | \n2 | \n26.8 ± 5.3 | \n
\n | \n2 | \n2.5 ± 2.1 | \n1 | \n1 | \n1 | \n4 | \n
\n | \n1 | \n3 | \n\n | \n | 1 | \n3 | \n
\n | \n60 | \n14.7 ± 14.7 | \n53 | \n15.3 ± 15.3 | \n7 | \n10.3 ± 8.7 | \n
\n | \n4 | \n14.9 ± 8.8 | \n1 | \n17.4 | \n3 | \n14.1 ± 10.5 | \n
\n | \n2 | \n1.8 ± 0.6 | \n2 | \n1.8 ± 0.6 | \n\n | \n |
\n | \n11 | \n3.9 ± 6.1 | \n11 | \n3.9 ± 6.1 | \n\n | \n |
\n | \n19 | \n12 ± 16.1 | \n14 | \n5.6 ± 4.2 | \n5 | \n30.1 ± 22.7 | \n
\n | \n6 | \n24.2 ± 23.5 | \n3 | \n16 ± 21.7 | \n3 | \n32.3 ± 26.6 | \n
\n | \n66 | \n29 ± 23.4 | \n62 | \n29.7 ± 23.3 | \n3 | \n21.4 ± 27.2 | \n
\n | \n21 | \n17.3 ± 18.5 | \n17 | \n18 ± 20.2 | \n4 | \n14.2 ± 8.8 | \n
\n | \n8 | \n7.6 ± 6.2 | \n6 | \n9.3 ± 6.1 | \n2 | \n2.5 ± 2.2 | \n
\n | \n13 | \n2.7 ± 3.2 | \n11 | \n2.7 ± 3.5 | \n2 | \n2.4 ± 2.2 | \n
\n | \n86 | \n13.6 ± 11.6 | \n80 | \n13.4 ± 11.5 | \n6 | \n15.9 ± 12.8 | \n
\n | \n3 | \n3.4 ± 2.3 | \n3 | \n3.4 ± 2.3 | \n\n | \n |
\n | \n1 | \n1.2 | \n1 | \n1.2 | \n\n | \n |
\n | \n1 | \n0.3 | \n\n | \n | 1 | \n0.3 | \n
Species recorded in the studies analysed, their distribution (urban versus rural) and mean intensity.
Distribution of Cestoda collected in Argentina, Chile and Uruguay. A.:
Distribution of Nematoda (part 1) in Argentina, Chile and Uruguay. A.: Ancylostomatidae.; B.:
Distribution of Nematoda (part 2) in Argentina, Chile and Uruguay. A.:
The most frequently recorded species was
The species richness in urban areas (20 species) was slightly higher than in rural areas (17 species) (\nTable 3\n). In addition, a higher number of zoonotic species was recorded in urban areas, species such as
Country | \nUrban | \nRural | \n\n | ||||
---|---|---|---|---|---|---|---|
\n | \n | \n\n | \n\n | \n\n | \n\n | \n\n | \n\n | \n
\n | \n16 (1–10) | \n3.8 | \n\n | \n10 (1–8) | \n1.7 | \n\n | \n7/17 | \n
\n | \n14 (1–9) | \n2.8 | \n\n | \n8 (1–6) | \n3 | \n\n | \n7/14 | \n
Characterisation of urban and rural areas in terms of richness and most widespread species, present in Argentina and Chile.
Of the total taxa recorded, 14 (63.6%) have been registered in humans:
Although three databases were used, this work could have some bias due to the exclusion of grey literature, like technical reports, congress abstracts or thesis manuscripts, so some sites or negative data may be excluded in the analysis [109]. The systematic bibliographic review carried out shows that the published and available knowledge of the occurrence and distribution of helminths in dogs is scarce in southern South America; in countries such as Uruguay there are no records other than those obtained within the Echinococcosis National Programmes. Furthermore, in Argentina there are arid regions near the Andes, such as the northwest of the country, where there are no records of parasites in dogs. The same was observed for Chile south to 40°s, except for one record in Punta Arenas, the southernmost city in Chile. Most of the records are associated with large cities and their surroundings, such as Buenos Aires and La Plata in Argentina, and in the area of Santiago de Chile, Concepción, and Temuco in Chile.
\nAlthough sample size is the only factor that significantly affected richness, other factors to consider could be the analytical methods used and whether the sample was fixed or not. Sample size affects the results, generating deviations in the number of species and in their prevalence, especially in places where the sample size was too low. On the other hand, a lack of methodological specifications can be observed in the techniques used. This could imply potential biases in the reporting and/or interpretation of data. In order to obtain data of higher quality, a general consensus should be reached on the techniques to be applied. It is also desirable to apply molecular techniques that allow parasite identification to species level, thus solving records identified to family level, such as “Ancylostomatidae” or “Strongylids”, or the recording of species outside their natural range of distribution, like
The presence of a greater number of species, most of which have zoonotic potential, in urban areas than rural ones is probably due to the fact that dogs can roam freely. Dogs spread the parasite eggs, thereby these areas will function as contagion points for both other dogs and humans. A further problem is that deworming in these countries is insufficient [21]. A similar situation has been detected in parks in the United States, where it has been suggested that dogs are at risk of infection with parasites at these sites, and it has been recommended that preventive strategies be considered [30, 110]. Some parasitic infections could become increasingly urbanised, and an estimation for 2050 indicates that up to two-thirds of the global population will live in megacities. The slums of these megacities would concentrate high levels of intestinal helminth. Toxocariasis and other urban soil-transmitted helminths are important, yet little studied, health issues in the cities of the Americas [111].
\nThe zoonotic broad tapeworm,
The high percentage of parasites with zoonotic potential reinforces the need to establish effective prevention measures, not only with regard to parasitosis in animals but also to transmission to humans. This situation highlights the need for better integration between specialists in animal and human health [74]. A few diseases transmitted by dogs have surveillance mechanisms in humans, but there are many other important zoonoses worldwide, with numerous human cases, which are not kept watch on. Some of these have been recorded in Argentina and Chile, such as those caused by
Cystic echinococcosis or hydatidosis, produced by
Toxocariasis is an infection that has a worldwide distribution and is a very important zoonosis due to its frequent occurrence in humans [119]. The estimate of the overall worldwide prevalence of
Dog hookworms are
Strongyloidiasis is prevalent in remote socioeconomically disadvantaged communities around the world, and dogs can act as reservoirs of human strongyloidiasis [128]. This parasitosis is registered in the north of Argentina, with similar infection values in both rural and urban populations and an overall seroprevalence of 19.6% [129, 130]. In Chile, the seroprevalence is much lower (0.25%) in blood donors from Arica and La Union. Human infections by
This review shows that knowledge of canine helminths in southern South America is scarce. The studies published on dog parasites are not equally distributed across the three countries, with Uruguay presenting the least amount of available information. Data on dog parasites in southern South America is still too incipient for identification of a clear distribution pattern. Homogenisation of criteria would be beneficial, since the methods used are diverse and heterogeneous, some studies using only flotation or sedimentation techniques. Numerous parasitic species were recorded, many of which are zoonotic and widely distributed throughout both urban and rural areas of these countries. The risk of dogs becoming infected is high given the number of parasites present and the style of pet ownership in the communities of these countries, where dogs are allowed to roam freely, and veterinary care is scarce. The high percentage of zoonotic helminths reinforces the need to establish effective prevention measures, not only for parasitosis in animals but also for transmission to humans. Considering that people in both urban and rural areas are at risk of being infected with zoonoses transmitted by dogs, given the high levels of infection they present in their faeces, a One Health approach to public health would be desirable, such that humans and dogs should be treated concomitantly to control the parasites. Furthermore, it would be desirable to implement measures such as control of the canine population, mass treatment of dogs with anthelmintics, education programmes and healthcare alert systems.
\nThis work was funded by PICT 1385–2017 and UNCo B225.
\nMaize is among the three critical cereal grains in the world, others being wheat and rice [1]. Maize was first identified in central Mexico 7000 years ago from a wild grass and Indigenous Americans converted it into food [2]. This cereal grain contains starch (60–80%), protein (8–12%), fat (3–5%), and minerals (1–2%) [3, 4]. It is grown worldwide, with Unites States, China, and Brazil as the top three maize-producing countries with a combined production of approximately 563 of the 717 million tons/year [2]. Maize contains nutrients for both humans and animals but it is also used for production of starch, oil and protein, alcoholic beverages, food sweeteners, and biofuels [5]. The significance of maize as a staple food in low developing countries can be compared to that of wheat in Asia. It is mostly consumed in Eastern, Western and Southern Africa in different forms such as
Maize processing include harvesting, dehusking, drying, shelling, storing, and milling. Compared to other operations, shelling still stand out as the most challenging operation that requires more work to improve it [8]. For the maize farmers to fully enjoy the financial benefits from their maize, appropriate technology that suits their needs is a requirement. In this regard, motorized immobile maize shellers have been fabricated locally to enhance the shelling operation. However, their performance has not elated the farmers. The unsatisfactory performance is a result of these shellers being fabricated by local artisans with finite understanding of the maize grain characteristics and operation factors to optimize maize shelling [1]. In addition, farmers in low developing countries have a deficiency of power to operate the motorized maize shellers available. It has been reported that transportation of these immobile maize shellers with the engines to run them from place to place is a big problem to sheller service providers; often requiring an additional carrier to move shellers to the farmers’ field. The shelling service providers hence ask for an extra cost, which is usually passed on to farmers. These shellers also require extra time and energy to arrange the maize shelling environment at the farm level [9].
To consider the shelling power and sheller transportation problems, low cost motorized mobile maize shelling technologies have been developed as a result of modifying the available motorized immobile maize shellers. Some motorized mobile maize shellers were fabricated in 2012 by industrious fabricator Munyegera Agro-Machinery in Eastern part of Uganda [10]. Later, the multipurpose vehicle mobile maize shelling technology was introduced [1]. In Bangladesh, a two-wheel tractor mounted mobile sheller for small scale farmers was also introduced [9]. In this book chapter, maize shelling operation in low developing countries has been described with focus on encouraging a paradigm shift from the motorized immobile maize shellers to mobile maize shellers as a solution to the maize shelling constraints in these countries.
Maize shelling as a postharvest operation is the removal of maize seeds from the cob [11]. This operation can be carried out either in the field or at the storage facility. Maize shelling is therefore an important step towards the processing of maize to various finished products like flour and maize bran.
In developed countries like Europe, North America, and China, maize shelling operation is done using combine harvesters [12]. Combine harvesters (Figure 1) simultaneously perform operations of ear picking, threshing, separation, and cleaning on the mature maize plants in the field. The purpose of this mechanized maize harvesting technology is to replace manual labor to harvest maize from fields in time with minimum loss while maintain high quality standards [14]. Some of the advantages of mechanized maize shelling include: reduced drudgery, enhanced productivity, time consciousness of agricultural operation, and availing labor for other agricultural operations. Combine harvester designers are working towards the quality of the process automatic controls and protecting the environment [15].
Different components of a combine harvester [
Maize shelling in low developing countries is still a challenge to its value addition as it is tiresome and requires a number of labor hours [11]. A major issue for maize value chain is that good quality maize is difficult to find among farmers. Many times, buyers are ready to pay a high price for maize grains from farmers with good quality maize. However, good quality maize is often unavailable due to poor postharvest handling. The impacts of quality at postharvest level can be attributed to poor drying and storage methods among other factors. For example, maize drying on the bare ground, and storage in dump places and aflatoxin growth [10]. Beside drying and poor storage, maize post-harvest losses are also due to use of rudimentary tools like tapered cylindrical metallic shelling device [16].
Maize shelling methods can be categorized as traditional maize shilling, manual maize shelling, and motorized maize shelling based on the technology used.
Maize is shelled traditionally by hand (Figure 2). Here, the grains are detached from the cob by pressing them with the thumb [2]. The technique produces unbroken kernels but the process is tedious. A few kilograms can be shelled in an hour, with damages left on shellers’ fingers. Another simple and common method of traditional maize shelling is to rub two maize cobs against each other in order to detach the maize kernels [17]. However, these traditional methods of shelling are, not efficient, consume a lot of time, and require a lot of energy with very low productivity since farmers can shell only a few kilograms/hour.
Maize shelling by hand [
This method is almost similar to the traditional method of shelling except that it requires more energy compared to traditional methods to run manual maize sheller (Figure 3). For some manual shellers, two people are required during shelling, one person constantly feeds the maize cobs and the other operates the equipment by rotating the handle [8] while other manual shellers require one person [2]. Hand-operated shellers, requires less time to shell the maize compared to the traditional methods. These come in several models, and they are usually driven by rotating the handle or a pedal. With the output capacity of 14–100 kg/min, they are more suitable for small-scale maize production [2]. Hand-operated maize shellers are also suitable for shelling maize for seed purpose since damaged maize kernels are fewer compared to motorized maize shellers [18].
Manual maize sheller [
This method uses the same concept as hand-operated maize shellers except that the shellers are powered using a motor or an engine (Figure 4). The shellers under this method can be categorized into immobile and mobile maize shellers [10]. These shellers save time and they reduce on the drudgery during maize shelling. However, the challenges with some of these shellers is that they are heavy [8], do not clean the maize kernels and are characterized with a broken percentage of 8.4 [1] which is above the recommended 2% [20]. Motorized maize shellers use mechanically generated power to shell the maize. To facilitate speedy shelling of maize in large scale maize production, motorized maize shellers are recommended compared to hand-operated maize sheller [2]. The output of motorized maize shellers range between 500 and 2000 kg/hour and they can be operated by tractor power take off (PTO) or engines with power varying from 5 to 15 hp depending on the equipment used [2].
Motorized maize shelling [
The design objective is to obtain maximum shelling performance from the equipment. The performance of shellers in terms of shelling efficiency, grain damage percentage, output capacity, cleaning efficiency, and power requirement is a function of design parameters, operating factors, physical and engineering properties of maize [21].
Design parameters include: cylinder diameter, cylinder speed, shelling length, clearance between the spikes and the concave, diameter holes in the concave, spike shape, size, and arrangement on the shelling drum and the blower type. Uttam et al. [11] recommended 886 rpm and 12.05–13.64% for shelling speed and moisture content, respectively [1] for the best shelling results. At these conditions, the study concluded that the shelling efficiency, cleaning efficiency, grain recovery efficiency, total grain losses, and output capacity were 87.08, 95.89, 95.48, 2.96, and 623.99 kg/h respectively. Chilur and Kumar [22] developed and evaluated the performance of a modified dehusker cum sheller. In their study, they recommended a clearance of 25 mm between the spikes and the concave for good shelling results.
Operating factors include grain moisture content, shelling speed, and the feeding rate. An evaluation of these factors depends on the knowledge and understanding of the equipment’s mode of operation.
Shelling efficiency is increased by reducing the moisture content [23]. This can be attributed to less resistance to the removal of maize grains from the cobs due to low moisture. The grain damage percentage increases with a reduction in moisture content [1]. This can be attributed to less deformability of the grains which reduces the breakage at low moisture content. The sheller output capacity also increases with a reduction in moisture [24]. This can be attributed to the reduced time needed to remove maize grains from maize cobs as moisture content lowers. Likewise cleaning efficiency increases with a decrease in moisture content [25]. This can be attributed to the negligible moisture content of the chaff as the grain moisture content reduces.
The shelling efficiency is increased by an increase in shelling speed [23]. This can be attributed to the increased ease in the removal of maize grains from the cobs as a result of increased impacts and resistance created between the shelling drum and the concave as the shelling speed increases. Increased shelling speed increases the grain damage percentage [1]. This can be attributed to the more force exerted to the maize grains on the cobs as a result of higher cylinder speed and frequency of impacts at higher shelling speed. Increased shelling speed causes an increase in the output capacity. The output capacity of the sheller also increases with an increase in shelling speed [24]. This can be attributed to more removal of maize grains from the maize cobs due to increased impacts and resistance created between shelling drum and the concave with the increased shelling speed. Likewise, the cleaning efficiency increases with an increase in the shelling speed [25]. This may be attributed to an increase in the air flow rate produced by the sheller blower as the shelling speed raises.
Increasing the feeding rate decreases the shelling efficiency [26]. This can be attributed to the increase in unshelled grains that comes with the increase in the feeding weight as the feeding rate increases. The increased feeding weight causes an imperfect contact between concave and shelling drum. Also, increasing the feeding rate, decreases the broken grain percentage. This is due to increasing the weight entering the sheller through the hopper which acts as a cushion that reduces the effect of the grains with the shelling unit and this reduces the broken grain percentage.
To find out how different design and operating factors of maize shellers affect their performance, studies have been conducted. Aremu et al. [27] designed, constructed, and assessed the performance of the motorized maize shelling machine. The experiment used three pulleys to change the shelling speed between 623 and 886 rpm with moisture content at levels of 13, 15, and 17%. Their study noted that maize grains of lower moisture contents were easily removed from the maize cobs. This was in agreement with what [28] found out when they conducted a similar experiment under the same conditions. The study further noted that shelling speed is directly proportional to the shelling efficiency and output capacity.
In most of the earlier studies, one operation factor was studied at ago using different experiments. However, using factorial experiments, the researcher can compare all treatments that can be created by different factor levels [29]. Factorial experimentation is highly recommended because every observation gives information about all the factors in the experiment. Srison et al. [30] used a factorial experiment to study different factors affecting losses and power consumption of axial flow corn shelling unit at different levels of the main effects. The study results revealed that peg tooth clearance, concave rod clearance, and concave clearance had significant difference on the shelling losses and power consumption, but not on grain breakage. Ugwu and Omoruyi [31] conducted an experiment to find out the effect of moisture content and feeding rate on the shelling efficiency. A 2 hp electric motor was used to provide the drive through belt connections to drive the pulley on the shelling chamber. The factorial experiment was conducted using three different moisture contents and feeding rates. The feeding rates were 3.75, 4.75, and 5.75 kg/s. The moisture contents were 10, 15, and 20%. The study observed that the shelling efficiency of the maize sheller was significantly and negatively affected by moisture contents of more than 15%. The results obtained also showed that shelling efficiency of the equipment was 99.01% at a moisture content of 10%.
The important crop physical factors include the moisture content, the biometric properties such as length, width, arithmetic and mean diameter, shape, volume and surface area of the grains [32], grain cob ratio, grain bulky density, sphericity, angle of response, terminal velocity, one thousand grain mass, and porosity [2]. One thousand grain weight, density, sphericity, and surface area of different grains are required when designing different separating, handling, storing, and drying systems. Bulky density, true density, and porosity are needed when sizing grain hoppers and storage facilities [33]. They can also affect the rate of heat and mass transfer of moisture during aeration and drying processes. Density is used to separate materials with different densities or specific gravities.
The arithmetic mean diameter (
where
The sphericity (
The surface area,
The bulk density of the main grains can be calculated using Eq. (5) according to [34].
where
The angle of response can be calculated using Eq. (6) according to [35].
For primary processing of maize, particularly maize shelling, it is important to determine these physical properties mostly dependent on moisture content. Atere et al. [36] carried out a study on the physical properties of the maize varieties commonly grown in Nigeria. Properties determined included tri-axial dimensions (length, width, and thickness), sphericity, bulky density, true density, porosity, one thousand seed grain weight, and co-efficient of static friction. The data obtained was subjected to analysis of variance (ANOVA) and least significance difference (LSD) tests. The moisture contents of maize in this experiment were 11.35, 11.34, and 11.25%. The ANOVA results showed that maize grain properties of length, thickness, and effective diameter, bulky density, true density, porosity, and response were significantly different (
Engineering properties are divided into frictional and aerodynamic properties and they are used in designing equipment for solid flow, conveying systems, and separation equipment [37]. Frictional properties include the coefficient of friction and angle of response, which can be measured using the angle of response apparatus (Figure 5). It consists of a plywood box of 60 mm × 60 mm × 60 mm (a) and a protractor (c) for measuring the angle in degrees and provided with a fixed and adjusted plates [32]. It also has a control (b) for raising and lowering the box during measurements. The box is filled with maize and adjustable plate inclined gradually allowing the grains to slide and assume a natural slope. The static coefficient of friction of maize grains on different surfaces can then be determined by this apparatus. Aerodynamic properties include drag coefficient and terminal velocity measured using the terminal velocity apparatus [37].
Angle of response apparatus [
Identifying the physical and engineering characteristics of grains is important when designing, improving and optimizing the separation and cleaning equipment [34]. The engineering selection and design of grains equipment requires knowledge of these grain properties because they are of great importance in the simulation and design of these equipment. Their influence is more pronounced in problems of conceptual design where a wrong estimation of a property can lead to a design plan that is not feasible. The knowledge of maize properties also gives information about the product quality, its acceptability by different groups of consumers and its behavior in post-production, during storage, and consumption.
To ensure safe food, the equipment used for shelling maize should be designed, fabricated, and tested according to the required food grade design requirements. Mild steel can be used for maize sheller fabrication because it does not contaminate dried foods like maize grains. Besides, mild steel is smooth textured, mechanically stable, easily cleaned, and readily available at a relatively low cost. Bako and Batule [38] used mild steel to construct the shelling drum, spikes, conveyor, sieve, upper casing, hopper, exit cutes, and the frame of the maize sheller. Akoy and Ahmed [39] noted that mild steel can be used to achieve the equipment objective at the lowest cost possible. Designing a maize sheller requires designing the individual parts and then assembling them. These parts include main and other shafts, hopper, power transfer systems, and other parts.
The main shaft of the maize sheller can be designed using a hollow shaft because it has less weight, it is better in absorbing torsional loads and with great strength to weight ratio. Torsion theory [40] as shown by Eq. (7) can be used to calculate the minimum and maximum shaft diameters.
where
For hollow shafts
where
Calculation of the Torque generated by the available power required to shell the maize can be done using Eq. (9) [27].
where
where
Using a diameter ratio of
The concept of calculating the volume of the frustum of the pyramid using Eq. (11) can be used to size the hopper [1]. Volume of the frustum (hopper) is the difference between big pyramid volume and the small pyramid volume.
where
The maximum bending moment
The torsional moment
where
The bending, load, bending stress (tension and compression) can be calculated from Eq. (13) [24].
But for hollow sections,
where
The torsional stress can be determined using Eq. (14) according to [41].
where
Torsional rigidity of the shaft can be based on permissible angle of twist. The amount of twist permissible depends upon the particular application and it can vary from 0.3 m−1 for machine tools shaft to 3 m−1 for line shafting [41]. Torsional rigidity can be calculated from Eq. (15) according to [41].
where
The lateral rigidity of the shaft can be based upon the permissible lateral deflection for proper operation, accurate machine tool performance, shaft alignment, and other factors. The amount of deflection can be calculated by two successive integrals shown by Eq. (16) according to [40].
where
The sheller main shaft speed and the engine shaft speed can be related by power transfer equation shown by Eq. (17) according to [24].
where
Most fabricators, wholesalers, and retailers of maize shellers in many countries do not have definite capacity building and after-sale services to the maize sheller users [42] and no adequate instructions on equipment maintenance. Hence the entrepreneurs mostly learn on their own the operation and maintenance of their maize shellers. As a result, the economic lives of maize shellers become shorter and cause a financial loss to entrepreneurs. Thus, determining the key indicators relating to the financial feasibility of a maize shelling business is of greater importance before getting into the maize shelling business. These indicators include benefit–cost ratio and payback period [43]. The payback period is the period within which the initial investment will paid. It can be estimated using Eq. (18) according to [24].
where
The benefit–cost ratio can be defined as the comparison of the present worth of the costs with the present worth of the benefits [42]. The benefit–cost ratio can be calculated using Eq. (19) according to [24] and it is recommended to be greater than one for the shelling business to be financially viable.
where
Modification of maize shellers can lead to improvement of the existing shellers for better performance. Most engineering designs are classified as systems created by human effort and did not exist before or improvements on the existing ones. These designs do not suddenly appear from nowhere. They result from merging technologies to meet or solve existing problems from time to time. Modification of maize shellers can be aimed at improving the performance of the existing shellers by adjusting mechanisms to certain working conditions [