Rivista e Edizione

Volume 16 (2021): Edizione 4 (December 2021)

Volume 16 (2021): Edizione 3 (September 2021)

Volume 16 (2021): Edizione 2 (June 2021)

Volume 16 (2021): Edizione 1 (March 2021)

Volume 15 (2019): Edizione 4 (December 2019)

Volume 15 (2019): Edizione 3 (September 2019)

Volume 15 (2019): Edizione 2 (June 2019)

Volume 15 (2019): Edizione 1 (March 2019)

Volume 14 (2018): Edizione 4 (December 2018)

Volume 14 (2018): Edizione 3 (September 2018)

Volume 14 (2018): Edizione 2 (June 2018)

Volume 14 (2018): Edizione 1 (March 2018)

Volume 13 (2017): Edizione 4 (December 2017)

Volume 13 (2017): Edizione 3 (September 2017)

Volume 13 (2017): Edizione 2 (June 2017)

Volume 13 (2017): Edizione 1 (March 2017)

Volume 12 (2016): Edizione 4 (December 2016)

Volume 12 (2016): Edizione 3 (September 2016)

Volume 12 (2016): Edizione 2 (June 2016)

Volume 12 (2016): Edizione 1 (March 2016)

Volume 11 (2015): Edizione 4 (December 2015)

Volume 11 (2015): Edizione 3 (September 2015)

Volume 11 (2015): Edizione 2 (May 2015)

Volume 11 (2015): Edizione 1 (March 2015)

Volume 10 (2014): Edizione 4 (December 2014)

Volume 10 (2014): Edizione 3 (September 2014)

Volume 10 (2014): Edizione 2 (June 2014)

Volume 10 (2014): Edizione 1 (March 2014)

Volume 9 (2013): Edizione 4 (December 2013)

Volume 9 (2013): Edizione 3 (September 2013)

Volume 9 (2013): Edizione 2 (June 2013)

Volume 9 (2013): Edizione 1 (March 2013)

Dettagli della rivista
Formato
Rivista
eISSN
2784-1391
Pubblicato per la prima volta
12 Apr 2013
Periodo di pubblicazione
4 volte all'anno
Lingue
Inglese

Cerca

Volume 13 (2017): Edizione 2 (June 2017)

Dettagli della rivista
Formato
Rivista
eISSN
2784-1391
Pubblicato per la prima volta
12 Apr 2013
Periodo di pubblicazione
4 volte all'anno
Lingue
Inglese

Cerca

3 Articoli
access type Accesso libero

Landslides Hazard Assessment Using Different Approaches

Pubblicato online: 05 Aug 2017
Pagine: 1 - 16

Astratto

Abstract

Romania represents one of Europe’s countries with high landslides occurrence frequency. Landslide hazard maps are designed by considering the interaction of several factors which, by their joint action may affect the equilibrium state of the natural slopes. The aim of this paper is landslides hazard assessment using the methodology provided by the Romanian national legislation and a very largely used statistical method. The final results of these two analyses are quantitative or semi-quantitative landslides hazard maps, created in geographic information system environment. The data base used for this purpose includes: geological and hydrogeological data, digital terrain model, hydrological data, land use, seismic action, anthropic action and an inventory of active landslides. The GIS landslides hazard models were built for the geographical area of the Iasi city, located in the north-east side of Romania.

Parole chiave

  • landslides
  • hazard
  • susceptibility
  • GIS
  • bivariate analysis
access type Accesso libero

Impact of Nocturnal Natural Ventilation On the Energy Consumption of Buildings

Pubblicato online: 05 Aug 2017
Pagine: 17 - 26

Astratto

Abstract

The analysis presented in this paper is dealing with the correct and energy efficient measures of cooling buildings through nocturnal natural ventilation. Using this solution is proved in this article to be efficient and can reduce substantially the cooling demand. In order to establish the factors influencing the process of passively cooling a building (the ventilation volume, exterior temperature, thermal capacity of the building, possible duration of the ventilation), we have chosen different buildings, which we have placed them in different temperature zones of Romania. The study is based on multiple simulations realized with a time step of one hour, with the following variations: the climatic parameters, the thermal characteristics of the building, the air flow during night time, the proposed interior temperature. Since the study consisted of numerous simulations, in order to treat the results we have used statistical methods that cover the practical and possible situations, and proved the efficiency of nocturnal ventilation.

Parole chiave

  • ventilation
  • natural nocturnal cooling
  • indoor air temperature
  • energy consumption
access type Accesso libero

Stability Analysis of a Coal Combustion Residuals Impoundment

Pubblicato online: 05 Aug 2017
Pagine: 27 - 41

Astratto

Abstract

The overall stability of the Rovinari dry ash slurry impoundment is analyzed using a coupled seepage-stability analysis with the Finite Element Method in a bidimensional model. To better understand the behavior of such a complex structure, based on the material properties presented in Table 2, the hypotheses presented in Table 4 and described as such, a number of 9 general hypotheses were analyzed, at 178.00 m a.s.l. deposit elevation and final designed height of approximately 35.30 m which corresponds to 191.3 m a.s.l.. The results are presented in tabular form, only 8 diagrams are selected which show the Factor of Safety for hypothesis 0 and 3 which are considered to best describe the real-life conditions regarding the boundary conditions used. The results show that even at maximum designed height, the deposit is stable in the most realistic worst-case hypothesis 3, with a Factor of Safety of 1.177.

Parole chiave

  • Finite Element Method
  • Dry Ash Storage
  • Embankment Dam
  • Factor of Safety
3 Articoli
access type Accesso libero

Landslides Hazard Assessment Using Different Approaches

Pubblicato online: 05 Aug 2017
Pagine: 1 - 16

Astratto

Abstract

Romania represents one of Europe’s countries with high landslides occurrence frequency. Landslide hazard maps are designed by considering the interaction of several factors which, by their joint action may affect the equilibrium state of the natural slopes. The aim of this paper is landslides hazard assessment using the methodology provided by the Romanian national legislation and a very largely used statistical method. The final results of these two analyses are quantitative or semi-quantitative landslides hazard maps, created in geographic information system environment. The data base used for this purpose includes: geological and hydrogeological data, digital terrain model, hydrological data, land use, seismic action, anthropic action and an inventory of active landslides. The GIS landslides hazard models were built for the geographical area of the Iasi city, located in the north-east side of Romania.

Parole chiave

  • landslides
  • hazard
  • susceptibility
  • GIS
  • bivariate analysis
access type Accesso libero

Impact of Nocturnal Natural Ventilation On the Energy Consumption of Buildings

Pubblicato online: 05 Aug 2017
Pagine: 17 - 26

Astratto

Abstract

The analysis presented in this paper is dealing with the correct and energy efficient measures of cooling buildings through nocturnal natural ventilation. Using this solution is proved in this article to be efficient and can reduce substantially the cooling demand. In order to establish the factors influencing the process of passively cooling a building (the ventilation volume, exterior temperature, thermal capacity of the building, possible duration of the ventilation), we have chosen different buildings, which we have placed them in different temperature zones of Romania. The study is based on multiple simulations realized with a time step of one hour, with the following variations: the climatic parameters, the thermal characteristics of the building, the air flow during night time, the proposed interior temperature. Since the study consisted of numerous simulations, in order to treat the results we have used statistical methods that cover the practical and possible situations, and proved the efficiency of nocturnal ventilation.

Parole chiave

  • ventilation
  • natural nocturnal cooling
  • indoor air temperature
  • energy consumption
access type Accesso libero

Stability Analysis of a Coal Combustion Residuals Impoundment

Pubblicato online: 05 Aug 2017
Pagine: 27 - 41

Astratto

Abstract

The overall stability of the Rovinari dry ash slurry impoundment is analyzed using a coupled seepage-stability analysis with the Finite Element Method in a bidimensional model. To better understand the behavior of such a complex structure, based on the material properties presented in Table 2, the hypotheses presented in Table 4 and described as such, a number of 9 general hypotheses were analyzed, at 178.00 m a.s.l. deposit elevation and final designed height of approximately 35.30 m which corresponds to 191.3 m a.s.l.. The results are presented in tabular form, only 8 diagrams are selected which show the Factor of Safety for hypothesis 0 and 3 which are considered to best describe the real-life conditions regarding the boundary conditions used. The results show that even at maximum designed height, the deposit is stable in the most realistic worst-case hypothesis 3, with a Factor of Safety of 1.177.

Parole chiave

  • Finite Element Method
  • Dry Ash Storage
  • Embankment Dam
  • Factor of Safety

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