1000 resultados para Previsão de demanda


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Procurou-se averiguar em condições de campo, a previsão da emergência de Trissolcus brochymenae (Ashmead) e Telenomus podisi Ashmead, parasitóides de ovos de Piezodorus guildinii (West.), usando um método baseado em graus-dia. A emergência total de adultos ocorreu depois que foram acumulados 211,2 graus-dia para T. brochymenae e 229 graus-dia para T. podisi . A precisão da previsão da emergência de mais de 50% de T. brochymenae foi melhor que a de T. podisi, e para ambas as espécies esta emergência ocorreu a 2-3 dias da data prevista.

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Estudou-se em condições de campo, a previsão de picos populacionais de adultos de Piezodorus guildinii (West.), Nezara viridula (L.) e Euschistus heros (Fabr.) (Heteroptera: Pentatomidae), por meio de um modelo de graus-dia. Considerando-se o desenvolvimento do ciclo biológico, observou-se que mais de 70% da emergência dos adultos de P. guildinii, N. viridula e E. heros ocorreu depois de terem sido acumulados em média 307,7; 753,8 e 370,3 graus-dia respectivamente, sendo as diferenças entre a data prevista e a observada de 0-3 dias para P. guildinii e N. viridula e 5-6 dias E. heros.

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This work develops a methodology (using the degree-days concept and linear regression), to forecast the duration of phenological phases in crops. An experiment was conducted in the greenhouse with three cultivars of cowpea (Vigna unguiculata (L.) Walp.), cv. Califórnia-781, Tvx 5058-09C and IT 81D-1032. The methodology was based on the relative thermal efficiency rate, determined for each species or cv. The results show that the proposed methodology may be a good alternative in works involving crops, especially because it does not require the repetition of the experiments.

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This paper presents and discusses Ménard Pressuremeter test results used to predict bearing capacity of pounded piles installed in a tropical sandy soil. Fifteen pre-bored pressuremeter tests were carried out at the Experimental Research Site from Unesp - Bauru up to 15 m depth, one test per meter. Several laboratory and in situ tests were carried out in this research site as well as load tests on plates and on piles. Pressuremeter test results were firstly analyzed to determine geotechnical soil parameters based on empirical methods, emphasizing the estimative of the earth pressure coefficient at rest (K0). After that, bearing capacity prediction of pounded piles with 4 m, 7 m and 10 m were made and compared with test results from instrumented load tests. Pressuremeter test results allowed a very good estimative of bearing capacity for the pile with 4 m length and underestimated in 25,7% and 20,0% the bearing capacity for the pile with 7 and 10 m length, respectively. The back analysis of the test results suggests that the appropriate value for the bearing capacity factor for the tested soil-pile system on this soil is equal to 2.

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Documento en inglés (88754) y también en: Gurrieri, Adolfo, comp.: La obra de Prebisch en la CEPAL. México, DF, Fondo de Cultura Económica, 1982, Tomo I, p. 394-423, Lecturas, No 46, (11934), ingresados en Biblioteca

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This paper presents a methodology and a mathematical model to solve the expansion planning problem that takes into account the effect of contingencies in the planning stage, and considers the demand as a stochastic variable within a specified range. In this way, it is possible to find a solution that minimizes the investment costs guarantying reliability and minimizing future load shedding. The mathematical model of the expansion planning can be represented by a mixed integer nonlinear programming problem. To solve this problem a specialized Genetic Algorithm combined with Linear Programming was implemented.

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