Academic literature on the topic 'Station C1'

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Journal articles on the topic "Station C1"

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Silva, Thiago de Melo e., Simone de Fátima Pinheiro Pereira, Kellen Heloizy Garcia Freitas, Pedro Moreira De Sousa, Cléber Silva e. Silva, Davis Castro dos Santos, Ronaldo Magno Rocha, Alan Marcel Fernandes De Souza, and Daniel Pinheiro Nogueira. "USE OF GEOSTATISTICAL MODELS IN THE SPACE-TEMPORAL EVALUATION OF WATER QUALITY OF AN AMAZONIAN HYDROELECTRIC RESERVOIR." International Journal of Research -GRANTHAALAYAH 9, no. 10 (November 1, 2021): 118–29. http://dx.doi.org/10.29121/granthaalayah.v9.i10.2021.4308.

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The Tucuruí Hydro-Power Complex reservoir, Pará State, Amazon Region-Brazil, as well as other reservoirs is subject to natural alterations and anthropogenic activities which in turn affect the environmental balance. The aim of this work was to verify if geostatistical models can be used in the spatial-temporal evaluation of water quality in reservoirs. The Surfer 13® software was used to interpolate the spatial distribution of data, in two years of surface water physicochemical parameters were evaluated in sixteen sampling stations. The results of the isotopic maps showed low concentrations of DO at station C1 in the Intermediate Period 2 (summer-winter), high concentration of COD at station MP in the Intermediate Period 1 (winter-summer) and increased acidity at stations C1 and C2 in summer, suggesting that the relationship between the Tucuruí Hydro-Power Complex and farming activities in the region cause impacts on the aquatic ecosystem along the reservoir.
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Rao, Hao, Yinhe Luo, Kaifeng Zhao, and Yingjie Yang. "Extracting surface wave dispersion curves from asynchronous seismic stations: method and application." Geophysical Journal International 226, no. 2 (April 22, 2021): 1148–58. http://dx.doi.org/10.1093/gji/ggab153.

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SUMMARY Correlation of the coda of Empirical Green's functions (EGFs) from ambient noise can be used to reconstruct EGFs between two seismic stations deployed different periods of time. However, such method requires a number of source stations deployed in the area surrounding a pair of asynchronous stations, which limit its applicability in cases where there are not so many available source stations. Here, we propose an alternative method, called two-station C2 method, which uses one single station as a virtual source to retrieve surface wave phase velocities between a pair of asynchronous stations. Using ambient noise data from USArray as an example, we obtain the interstation C2 functions using our C2 method and the traditional cross-correlation functions (C1 functions). We compare the differences between the C1 and C2 functions in waveforms, dispersion measurements, and phase velocity maps. Our results show that our C2 method can obtain reliable interstation phase velocity measurements, which can be used in tomography to obtain reliable phase velocity maps. Our method can significantly improve ray path coverage from asynchronous seismic arrays and enhance the resolution in ambient noise tomography for areas between asynchronous seismic arrays.
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Assumpção, Marcelo, Mario Takeya, Joaquim Mendes Ferreira, João da Mata Costa, and Cláudia Moraes Sophia. "Cálculo de Magnitudes e Relação Freqüência-Magnitudes dos Sismos de João Câmara, RN." Brazilian Journal of Geophysics 7, no. 2 (July 18, 2018): 107. http://dx.doi.org/10.22564/rbgf.v7i2.1078.

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RESUMO. As magnitudes dos principais sismos da série de João Câmara de 1986-1987 foram calculadas com estações regionais e telessísmicas. Correções das estações foram determinadas permitindo obter-se valores de magnitudes mais homogêneos e com menores desvios padrão. De agosto de 1986 a fevereiro de 1987, 30 sismos tiveram magnitudes maiores ou iguais a 3,5. A magnitude do maior sismo da série (30/11/86 às 05:19:48) foi m = 5,03 ± 0,05. Uma relação empírica entre magnitude e duração do sinal (m = c1 log D + c3) na estação JC01, em João Câmara, foi estabelecida permitindo um cálculo mais rápido de magnitude de microtremores. Para durações medidas até 1 mm pico-a-pico no sismograma, c1 = 2,05 e c3 = –1,61 para m ? 2. O exame das relações frequência-magnitude (log N = a – b m) indica que o coeficiente c1 deve ser menor para magnitudes abaixo de 2, aproximadamente. Para a atividade geral de João Câmara, foi encontrado um valor típico do parâmetro b de 1,12 ± 0,04. Não foi observada variação significativa no valor de b antes e depois do maior sismo de 30/11/1986.Palavras-chave: terremoto, onda de cauda, correções de estação, Rio Grande do Norte. DETERMINATION OF MAGNITUDES AND MAGNITUDE-FREQUENCY RELATION FOR THE EARTHQUAKES OF JOÃO CÂMARA, RNABSTRACT. Magnitudes of the major events of the 1986-1987 João Câmara earthquake swarm were calculated with regional and teleseismic stations. Station corrections were determined allowing more homogeneous magnitudes with smaller standard deviations. From August 1986 to February 1987, 30 events had magnitudes greater than 3.5. The largest (November 30, 1986 at 05:19:48) had m = 5.03 ± 0.05. An empirical relation between magnitude, m, and signal duration, D, (m = c1 log D + c3) at the local station JC01 was established allowing quick estimates of magnitudes for microearthquakes. For durations measured from the P arrival to coda amplitude of 1 mm peak-to-peak, c1 = 2.05 and c3 = –1.61 for magnitudes greater than about 2. The study of the frequency-magnitude relation (log N = a – b m) shows that the coefficient c1 must be smaller for magnitudes less than about 2. For the whole activity of João Câmara, a typical b-value of 1.12 ± 0.04 was found. No significant variation was observed in the b-value before and after the main event of November 30, 1986.Keywords: earthquake, coda wave, station corrections, Rio Grande do Norte State.
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NAIN, MOHIT, and B. K. HOODA. "Regional frequency analysis of daily maximum rainfall in Haryana." MAUSAM 72, no. 4 (November 1, 2021): 835–46. http://dx.doi.org/10.54302/mausam.v72i4.3551.

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This paper is sets-out for the regional frequency analysis of daily maximum rainfall from the 27 rain gauge stations in Haryana using L-moments. As the distribution of rainfall varies spatially in Haryana, the 27 rain gauge stations are grouped into three clusters namely, cluster C1, C2 and C3 using Ward’s clustering method and homogeneity of clusters was confirmed using L-moments-based Heterogeneity measure (H). Using goodness-of-fit measure ( ) and L-moment ratios diagram, suitable regional frequency distributions were selected among five candidate distributions; Generalized Logistic (GLO), Generalized Extreme Value (GEV),Generalized Normal (GNO), Generalized Pareto (GPA), and Pearson Type-3 (PE3) for each cluster. Results showed that PE3 and GNO were good fitted regional distribution for the cluster C1 and GEV, PE3 and GNO fitted for cluster C2 while for cluster C3; GLO and GEV were good fitted regional distribution. To select a robust distribution among good fitted distributions accuracy measures calculated using Monte Carlo simulations for each cluster. The simulation result showed that PE3 was the best choice for quantile estimation for cluster C1. For cluster C2, PE3 was the best choicefor a large return period and GEV was best for a small return period. For cluster C3, GEV was the most suitable distribution for quantile estimation. Using these robust distributions rainfall quantiles were estimated at each rain gauge station from 2 to 100 year return periods. These estimated rainfall quantiles may be rough guideline for planning and designing hydraulic structures by policy makers and structural engineers.
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NAIN, MOHIT, and B. K. HOODA. "Regional frequency analysis of daily maximum rainfall in Haryana." MAUSAM 72, no. 4 (November 10, 2021): 835–46. http://dx.doi.org/10.54302/mausam.v72i4.531.

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This paper is sets-out for the regional frequency analysis of daily maximum rainfall from the 27 rain gauge stations in Haryana using L-moments. As the distribution of rainfall varies spatially in Haryana, the 27 rain gauge stations are grouped into three clusters namely, cluster C1, C2 and C3 using Ward’s clustering method and homogeneity of clusters was confirmed using L-moments-based Heterogeneity measure (H). Using goodness-of-fit measure ( DIST Z ) and L-moment ratios diagram, suitable regional frequency distributions were selected among five candidate distributions;Generalized Logistic (GLO), Generalized Extreme Value (GEV),Generalized Normal (GNO), Generalized Pareto (GPA), and Pearson Type-3 (PE3) for each cluster. Results showed that PE3 and GNO were good fitted regional distribution for the cluster C1 and GEV, PE3 and GNO fitted for cluster C2 while for cluster C3; GLO and GEV were good fitted regional distribution. To select a robust distribution among good fitted distributions accuracy measures calculated using Monte Carlo simulations for each cluster. The simulation result showed that PE3 was the best choice for quantile estimation for cluster C1. For cluster C2, PE3 was the best choicefor a large return period and GEV was best for a small return period. For cluster C3, GEV was the most suitable distribution for quantile estimation. Using these robust distributions rainfall quantiles were estimated at each rain gauge station from 2 to 100 year return periods. These estimated rainfall quantiles may be rough guideline for planning and designing hydraulic structures by policy makers and structural engineers.
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Abraham Martin, R., Nathaniel S. Gates, Andrew Ning, and John D. Hedengren. "Correction: Dynamic Optimization of High-Altitude Solar Aircraft Trajectories Under Station-Keeping Constraints." Journal of Guidance, Control, and Dynamics 43, no. 11 (November 2020): 2201. http://dx.doi.org/10.2514/1.g003737.c1.

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Sana, Youssoufou, Jacob Sanou, Salam Richard Kondombo, Louis Sawadogo, and Chantal Kabore-Zoungrana. "Optimisation de l'utilisation du Panicum maximum C1 Aeschynomene histrix, Stylosanthès hamata et, Arachis pintoï sur les performances zootechniques des lapins." International Journal of Biological and Chemical Sciences 14, no. 5 (September 14, 2020): 1633–45. http://dx.doi.org/10.4314/ijbcs.v14i5.12.

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Au Burkina Faso l’alimentation des animaux pendant la saison sèche constitue le premier contraint du développement de l’élevage. Cette étude a pour but d’évaluer l’effet d’une alimentation à base de Panicum maximum C1, Aeschynomene histrix, Stylosanthès hamata, Arachis pintoï sur les performances zootechniques des lapins. Le dispositif expérimental a été réalisé sur la Station de Recherche de Farako-Bâ. Au total, neuf (9) lapins mâles (Oryctolagus cuniculus L.) âgés de dix (10) semaines et pesant en moyenne (790 ± 39,04g) chacun, ont été répartis dans 3 cages de volume: 42 cm x 63 cm x 39 cm soit un volume de 103194 cm3 chacune. Ces lapins ont été répartis en trois (3) lots de trois (3) lapins chacun. Les lots ont reçu les rations suivantes: la ration1du lot1(R1L1) était composée de l’aliment Panicum maximum C1, Aeschynomene histrix ; la ration 2 (R2L2), Panicum maximum C1, Stylosanthès hamata et la ration 3 (R3L3), Panicum maximum C1, Arachis pintoï. A chaque ration on a ajouté du son de maïs et de riz et du sel. Les lapins nourris à la ration R3L3, ont eu un gain moyen journalier de 9,13±4,33 g/j contre 8,51±2,22g/j pour R1L1 8,90±3,33g/j pour R2L2. Une différence non significative (p > 0,05) est observée entre les trois rations. La ration R3L3 donne de bonnes performances zootechniques et constitue un atout économique pour les cunicultures.Mots clés : lapins, rations, gain moyen quotidien, alimentation English title: Optimization of the use of Panicum maximum C1 and Aeschynomene histrix, Stylosanthes hamata and, Arachis pintoï on the zootechnical performance of rabbitsIn Burkina Faso feeding animals during the dry season is the main constraint on livestock development. This study aims to evaluate the effect of a diet based on Panicum maximum C1, Aeschynomene histrix, Stylosanthès hamata, and Arachis pintoï on the zootechnical performance of rabbits. The experimental device was carried out at the Farako-Bâ Research Station. A total of nine (9) male rabbits (Oryctolagus cuniculus L.) aged ten (10) weeks and weighing on average (790 ±39,04g) each, were distributed in three volume cages: 42 cm x 63 cm x 39 cm, each having a volume of 103194 cm3. These rabbits were divided into three (3) lots of three (3) rabbits each. The lots received the following rations: ration1 of Lot 1(R1L1) consisted of the food Panicum maximum C1 and Aeschynomene histrix; ration 2 (R2L2), Panicum maximum C1 and Stylosanthès hamata and ration 3 (R3L3), Panicum maximum C1, Arachis pintoï. Corn and rice bran and salt was added to each ration. Rabbits fed R3L3, had an average daily gain of 9,13±4,33 g/d compared to 8,51±2,22g/d for R1L1 and 8,90±3,33g/d for R2L2. There was no difference between the three rations (p > 0.05) but the R3L3 ration provides good zootechnical performance and is an economic asset for cuniculture.Keywords: Rabbits, rations, average daily gain, feed.
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KOCAK, F., and S. AYDIN-ONEN. "Epiphytic bryozoan community of Posidonia oceanica (L.) Delile leaves in two different meadows at disturbed and control locations." Mediterranean Marine Science 15, no. 2 (April 25, 2014): 390. http://dx.doi.org/10.12681/mms.777.

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The impact of fish farming activities on Posidonia oceanica meadows in the Aegean Sea have been detected by using bryozoan epiphytes as indicators of disturbance. Samples were collected by SCUBA diving in September 2004 for comparing assemblages between disturbed (I1:0-5 m; I2:5-10 m and I3:10-15 m) and control meadows (C1:0-5 m; C2:5-10 m and C3:10-15 m) located at different depths. Regarding to mean percentage cover of bryozoans, significant differences were found between stations, leaf sides, depths and their interactions (p<0.05). Bryozoan species were colonized densely on back side of the adult leaves. Bantariella verticillata, Alcyonidium sp., Aetea truncata, Chorizopora brongniartii, Fenestrulina joannae were frequently observed species on P. oceanica leaves. B. verticillata showed statistically significant side and station differences while other species showed only significant side differences. Moreover, the mean coverage of Aetea truncata showed neither station nor side variations. B. verticillata could be evaluated as an appropriate key species for environmental changes. In the impacted meadow, higher mean coverage values of the species were particularly determined on front side of the leaves. These results suggest that characteristics of localities, leaf sides and leaf parts can be responsible factors on coverage value of epiphytic bryozoan species.
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Lou, Dan, Mengxi Yang, Dawei Shi, Guojie Wang, Waheed Ullah, Yuanfang Chai, and Yutian Chen. "K-Means and C4.5 Decision Tree Based Prediction of Long-Term Precipitation Variability in the Poyang Lake Basin, China." Atmosphere 12, no. 7 (June 28, 2021): 834. http://dx.doi.org/10.3390/atmos12070834.

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The machine learning algorithms application in atmospheric sciences along the Earth System Models has the potential of improving prediction, forecast, and reconstruction of missing data. In the current study, a combination of two machine learning techniques namely K-means, and decision tree (C4.5) algorithms, are used to separate observed precipitation into clusters and classified the associated large-scale circulation indices. Observed precipitation from the Chinese Meteorological Agency (CMA) during 1961–2016 for 83 stations in the Poyang Lake basin (PLB) is used. The results from K-Means clusters show two precipitation clusters splitting the PLB precipitation into a northern and southern cluster, with a silhouette coefficient ~0.5. The PLB precipitation leading cluster (C1) contains 48 stations accounting for 58% of the regional station density, while Cluster 2 (C2) covers 35, accounting for 42% of the stations. The interannual variability in precipitation exhibited significant differences for both clusters. The decision tree (C4.5) is employed to explore the large-scale atmospheric indices from National Climate Center (NCC) associated with each cluster during the preceding spring season as a predictor. The C1 precipitation was linked with the location and intensity of subtropical ridgeline position over Northern Africa, whereas the C2 precipitation was suggested to be associated with the Atlantic-European Polar Vortex Area Index. The precipitation anomalies further validated the results of both algorithms. The findings are in accordance with previous studies conducted globally and hence recommend the applications of machine learning techniques in atmospheric science on a sub-regional and sub-seasonal scale. Future studies should explore the dynamics of the K-Means, and C4.5 derived indicators for a better assessment on a regional scale. This research based on machine learning methods may bring a new solution to climate forecast.
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Hasnaoui, M., J. Kassila, M. Loudiki, M. Droussi, G. Balvay, and G. Barrouin. "Relargage du phosphore à l'interface eau-sédiment dans des étangs de pisciculture de la station Deroua (Béni Mellal, Maroc)." Revue des sciences de l'eau 14, no. 3 (April 12, 2005): 307–22. http://dx.doi.org/10.7202/705422ar.

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De l'urée et du super phosphate triple ont été appliqués aux étangs d'alevinage de carpes chinoises de la station Deroua pour stimuler la croissance des algues. Toutefois, une forte proportion de ce phosphore est fixée par les sédiments et sera libérée en grande quantité dans les étangs lorsque les sédiments sont en conditions anaérobies. Nous avons étudié le relargage des orthophosphates par les sédiments provenant de deux étangs différents. L'un (A1) en terre ce qui permet la percolation des éléments nutritifs vers les couches profondes, l'autre (C1) dont le fond recouvert d'une fine membrane en polyéthylène, est parfaitement imperméable et empêche toute perte. Par ailleurs, nous avons étudié les effets de l'oxygène dissous, du pH, des nitrates et du glucose sur le relargage des orthophosphates par les sédiments. Les résultats obtenus montrent qu'en anaérobiose, la solubilité du phosphore augmente dans l'eau interstitielle. Les orthophosphates libérés, dont la concentration peut atteindre 873 µg/l, proviennent de la fraction minérale en particulier du Fe(OOH)=P. Le sédiment C1 qui accumule de grandes quantités de matière organique libère plus de phosphore que le sédiment A1. L'addition des nitrates limite la mobilisation du phosphore à partir des sédiments. Le pH acide provoque la dissolution du phosphore lié au calcium alors qu'un pH alcalin provoque celle du phosphore lié aux hydroxydes de fer et sa précipitation partielle sur les carbonates présents dans les sédiments.
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Dissertations / Theses on the topic "Station C1"

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Piskláková, Petra. "Požární stanice typu C1 ve Valašském Meziříčí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372150.

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The diploma thesis deals with project documentation for the realization of a new fire station class C1 in Valašské Meziříčí. The building is is designet in two operating units - the garage part and the administrative part. The garage part has the necessary technical facilities and stockrooms. Over the garage there are rooms for firefighters performing the service during the night shift. The garage part follows the administrative part of the building, which has three above-ground floors. On the first floor there are offices of fire prevention, population protection and crisis management. On the second floor there are facilities for firefighters - a gym, a sauna, a day room and a classroom. The third above-ground floor is designed for the head of the territorial department, the chief of the fire station and the integrated rescue system office. The main entrance to the building is located in the administrative part of the western side at level 1NP. The structural system of the garage part consists of a prefabricated reinforced concrete frame. The administrative part is built in mansory system. The building is without cellar, roofed with flat roofs.
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Falconi, Claus Francois. "Complex water column nutrient dynamics in the Gulf of Trieste; freshwater nutrient discharge Vs biologicallly mediated cycling of dissolved organic matter." Doctoral thesis, Università degli studi di Trieste, 2009. http://hdl.handle.net/10077/3172.

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2007/2008
Il Golfo di Trieste, localizzato nella parte più settentrionale ed orientale del bacino Adriatico, rappresenta un’area peculiare per le sue caratteristiche geomorfologiche, oceanografiche e biologiche. In quest’area, in particolare, insistono diverse attività economiche che vanno dalla maricoltura al turismo e pertanto i problemi legati alla qualità ambientale sono oltremodo diversificati: da un lato è importante che la trofia del sistema supporti lo sviluppo e la crescita dei molluschi allevati e dall’altro la fruizione delle acque per la balneazione richiede requisiti di qualità precisi e stabiliti dalle normative europee. Alla base di qualsiasi approccio gestionale all’ambiente marino costiero è comunque necessario conoscere la dinamica dei composti che stanno alla base della rete alimentare e che rappresentano anche importanti segnali di apporti antropici al sistema. I nutrienti, siano essi nella forma inorganica o in quella organica, regolano le dinamiche trofiche dell’ecosistema costiero e sono oltremodo concentrati in prossimità di scarichi urbani o nelle acque a bassa salinità frutto del mescolamento tra fiume e mare. Nonostante i numerosi e approfonditi studi sull’ecosistema del Golfo di Trieste, la dinamica dei nutrienti è stata poco approfondita, soprattutto in relazione alla frazione organica. La ricerca svolta nell’ambito di questo dottorato ha avuto come obiettivi principali: La valutazione delle dinamiche spaziali e temporali della concentrazione dei macronutrienti, nella forma inorganica ed organica, nelle acque del Golfo di Trieste La verifica del ruolo degli apporti fluviali e antropici sulla loro disponibilità La comprensione dell'importanza delle attività microbiche di rimineralizzazione sulla disponibilità degli stessi. Il protocollo sperimentale ha previsto l'analisi di campioni d'acqua prelevati mensilmente in 9 stazioni del Golfo, nel periodo 2004-2008. Nella stazione storica C1 il campionamento è stato intensificato per meglio valutare le dinamiche temporali esplorando la variabilità giornaliera e quella a scala oraria. Poiché il Golfo è soggetto a notevoli apporti fluviali, è stato valutato il ruolo dell’Isonzo, il fiume più importante, e, a partire dal 2006, è stato considerato anche il Timavo. Per evidenziare il ruolo degli scarichi antropici sono stati considerati i dati provenienti dal Monitoraggio delle acque costiere predisposto dalla Regione FVG (2002-2005). L’imponente lavoro analitico ha permesso di confermare la scarsa disponibilità di fosforo nelle acque del Golfo anche in periodi di limitata utilizzazione biologica. L’apporto dei fiumi arricchisce le acque delle forme particellate ma non incide sulla frazione disciolta mentre gli scarichi urbani non influenzano significativamente la disponibilità. Importante risulta, invece, il ruolo della degradazione enzimatica della sostanza organica. Sia il fitoplancton che il batterioplancton producono, infatti, notevoli quantità di fosfatasi alcalina, enzima in grado di recuperare fosforo da molecole organiche. Attraverso la produzione di enzimi, i microrganismi riescono a sopperire alla scarsa disponibilità di molecole inorganiche, più facilmente utilizzabili ma estremamente meno abbondanti. Questi risultati sono oltremodo importanti per l’organizzazione dei futuri piani di monitoraggio degli ambienti marini costieri caratterizzati da forti input di acqua dolce sia di origine antropica che fluviale. La trofia del sistema, infatti, non è sostenuta soltanto dai Sali inorganici disciolti di azoto, fosforo e silicio ma è fortemente dipendente dal pool di organico sia disciolto che particellato. L’attività degradativi dei microrganismi su queste matrici consente loro di ottenere le sotanze essenziali per la crescita e la duplicazione.
XIX Ciclo
1966
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Books on the topic "Station C1"

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Connolly, James. Dublin light rail line C1 - Connolly Station to Point Depot: Findings of inquiry. Dublin: Stationery Office, 2006.

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Book chapters on the topic "Station C1"

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Fehr, Hans, and Fabian Kindermann. "The life-cycle model and intertemporal choice." In Introduction to Computational Economics Using Fortran. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198804390.003.0009.

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The discussion in the Chapters 3 and 4 centred around static optimization problems.The static general equilibrium model of Chapter 3 features an exogenous capital stock and Chapter 4 discusses investment decisions with risky assets, but in a static context. In this chapter we take a first step towards the analysis of dynamic problems. We introduce the life-cycle model and analyse the intertemporal choice of consumption and individual savings. We start with discussing the most basic version of this model and then introduce labour-income uncertainty to explain different motives for saving. In later sections, we extended the model by considering alternative savings vehicles and explain portfolio choice and annuity demand. Throughout this chapter we follow a partial equilibrium approach, so that factor prices for capital and labour are specified exogenously and not determined endogenously as in Chapter 3. This section assumes that households can only save in one asset. Since we abstract from bequest motives in this chapter, households do save because they need resources to consume in old age or because they want to provide a buffer stock in case of uncertain future outcomes.The first motive is the so-called old-age savings motive while the second is the precautionary savings motive. In order to derive savings decisions it is assumed in the following that a household lives for three periods. In the first two periods the agent works and receives labour income w while in the last period the agent lives from his accumulated previous savings. In order to derive the optimal asset structure a2 and a3 (i.e. the optimal savings), the agent maximizes the utility function . . . U(c1, c2, c3) = u(c1) + βu(c2) + β2u(c3) . . . where β denotes a time discount factor and u(c) = c1−1/γ /1−1/γ describes the preference function with γ ≥ 0 measuring the intertemporal elasticity of substitution.
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Lüscher, Thomas F., and François Mach. "Lipid Disorders." In Manual of Cardiovascular Medicine, 29–40. Oxford University Press, 2021. http://dx.doi.org/10.1093/med/9780198850311.003.0004.

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Lipids, in particular, LDL cholesterol, lipoprotein(a), and triglycerides, have a very close and steep relationship to major cardiovascular events, such as myocardial infarction, stroke, and death. Elevated lipid levels are due to genetics and/or nutritional factors. Familial hypocholesterolaemia is due to LDL-receptor or PCSK9 mutations which lead to massively elevated LDL-cholesterol and in turn premature myocardial infarction and death. Lipids can be lowered with dietary measures and medication, such as statins, Niemann-Pick C1-like protein 1 inhibitors (Ezetimibe), PCSK9 inhibitors, and, to a lesser degree and primarily triglycerides, by omega 3 fatty acids. Lipid-lowering is recommended in individuals at high risk and patients after major cardiovascular events. Target levels of LDL-cholesterol to be achieved by lipid lowering drugs depend on the individual risk of the patient and vary from <1.0 mmol/l up to 3.0 mmol/l.
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Conference papers on the topic "Station C1"

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Sheeran, Brett, Alan R. Wagner, Colin Holbrook, and Daniel Holman. "Correction: Robot Guided Emergency Evacuation from a Simulated Space Station." In AIAA SCITECH 2023 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2023. http://dx.doi.org/10.2514/6.2023-0156.c1.

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Carnes, Joshua T., and E. Glenn Lightsey. "Withdrawal: Multi-Model Approach to RSSI Based RFID Localization for International Space Station Deployment." In AIAA Scitech 2019 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2019. http://dx.doi.org/10.2514/6.2019-1264.c1.

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Mirzaeinia, Amir, Mehdi Mirzaeinia, Mohammad Shekaramiz, and Mostafa Hassanalian. "Withdrawal: Placement of UAV-Mounted Mobile Base Station through User Load-Feature K-means Clustering." In AIAA AVIATION 2020 FORUM. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-2925.c1.

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4

Alves-Lacerda, Michel M., and Dongjin Park. "Withdrawal: A Comprehensive Risk Assessment Study of the Proposed NASA Lunar Orbital Platform "Gateway" Using the International Space Station as a Benchmark for a Design Driven by Safety." In AIAA Scitech 2020 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-0796.c1.

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Neville, Robin M., Rainer Groh, Alberto Pirrera, and Mark Schenk. "Correction: Quasi-static experimental path-following." In AIAA Scitech 2019 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2019. http://dx.doi.org/10.2514/6.2019-0230.c1.

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Liu, Ruifan, Hyo-Sang Shin, Minguk Seo, and Antonios Tsourdos. "Correction: Delivery Route Planning for Unmanned Aerial System in Presence of Recharging Stations." In AIAA AVIATION 2022 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2022. http://dx.doi.org/10.2514/6.2022-4028.c1.

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Caillaud, Se´bastien, Yannick Pons, Pierre Moussou, and Michae¨l Gaudin. "A 12 MM/S RMS Screening Vibration Velocity for Pipes Using ANSI-OM3 Standard and Regulatory Design Rules." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71014.

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Abstract:
ASME ANSI-OM3 standard is dedicated to the assessment of piping vibrations for nuclear power plants. It provides an allowable zero-to-peak velocity, which is derived from a stress/velocity relationship, where corrections factors (C1, C2K2, C3, C4 and C5) and an allowable stress σal are introduced. In the ANSI-OM3 standard, the C4 correction factor depends on the pipe layout and on its boundary conditions, and is calculated for a few cases. In a former work, it was proposed to extend this factor to a larger number of pipe setups. Besides, the correction factor C1, which stands for the effect of concentrated mass, is established on a given set-up: a clamped-clamped straight pipe span on its first vibrating mode. C1 is then supposed to be conservative on any piping layout. Finally, allowable velocities derived from the ANSI-OM3 stress/velocity relationship may be very conservative. One way to reduce this conservatism is to introduce regulatory design rules. For a larger set of pipe geometries, a new set of C1 and C4 correction factors are computed using weight and pressure designs. Using these numerical results, allowable velocities can be calculated. Then, we propose here to check if a screening vibration velocity of 12 mm/s rms is fulfilled. For the 181 geometries on 3708, which do not meet the criterion, a seismic design checking is applied. Finally, by this way, 99.7% of the tested geometries, which are supposed to be acceptable with respect to static and seismic designs, display allowable velocities above 12 mm/s rms and the minimum allowable vibration velocity is 11.2 mm/s. This screening vibration velocity of 12 mm/s commonly used for vibration monitoring of piping systems in EDF nuclear power plants is then supported.
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Qiao, Lina, Zhou Zhou, and Chi Zhang. "Withdrawal: Static Aeroelastic Characteristics of Grid Structure Wing." In 2018 Aviation Technology, Integration, and Operations Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2018. http://dx.doi.org/10.2514/6.2018-4148.c1.

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Bergeron, Keith, Amanda L. Grubb, Aaron L. Wilks, and Marilyn J. Smith. "Correction: Quasi-static and Prescribed Motion Simulations for Helicopter Sling Loads." In 2018 AIAA Aerospace Sciences Meeting. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2018. http://dx.doi.org/10.2514/6.2018-0779.c1.

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Solano, David, Darshan Sarojini, Jason A. Corman, and Dimitri N. Mavris. "Correction: Structural Sizing of Unconventional Aircraft under Static and Dynamic Aeroelastic Loading." In AIAA Scitech 2020 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-0274.c1.

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