Stanić, Filip

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Authority KeyName Variants
orcid::0000-0003-0271-5993
  • Stanić, Filip (26)
Projects

Author's Bibliography

Circular Economy Innovation in Urban Infrastructure: Harnessing the Power of Solidified WWTP Sludge in Porous Concrete Pavements for Flood-Resilient Cities

Govedarica, Ognjen; Karanović, Dj.; Stanić, Filip; Škondrić, M.; Lekić, Branislava; Rajaković-Ognjanović, Vladana

(Delft University of Technology, NL, 2024)

TY  - CONF
AU  - Govedarica, Ognjen
AU  - Karanović, Dj.
AU  - Stanić, Filip
AU  - Škondrić, M.
AU  - Lekić, Branislava
AU  - Rajaković-Ognjanović, Vladana
PY  - 2024
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3488
AB  - - Incorporating waste materials into useful building materials and environmental benefits;
- Understanding benefits of the addition of solidified wastewater treatment sludge (SWWTS) to porous concrete pavements;
- Wise application of waste in urban infrastructure adopting and applying the principles of circular economy.
PB  - Delft University of Technology, NL
C3  - 16th International Conference on Urban Drainage, Delft, 9-14 June, 2024
T1  - Circular Economy Innovation in Urban Infrastructure: Harnessing the Power of Solidified WWTP Sludge in Porous Concrete Pavements for Flood-Resilient Cities
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3488
ER  - 
@conference{
author = "Govedarica, Ognjen and Karanović, Dj. and Stanić, Filip and Škondrić, M. and Lekić, Branislava and Rajaković-Ognjanović, Vladana",
year = "2024",
abstract = "- Incorporating waste materials into useful building materials and environmental benefits;
- Understanding benefits of the addition of solidified wastewater treatment sludge (SWWTS) to porous concrete pavements;
- Wise application of waste in urban infrastructure adopting and applying the principles of circular economy.",
publisher = "Delft University of Technology, NL",
journal = "16th International Conference on Urban Drainage, Delft, 9-14 June, 2024",
title = "Circular Economy Innovation in Urban Infrastructure: Harnessing the Power of Solidified WWTP Sludge in Porous Concrete Pavements for Flood-Resilient Cities",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3488"
}
Govedarica, O., Karanović, Dj., Stanić, F., Škondrić, M., Lekić, B.,& Rajaković-Ognjanović, V.. (2024). Circular Economy Innovation in Urban Infrastructure: Harnessing the Power of Solidified WWTP Sludge in Porous Concrete Pavements for Flood-Resilient Cities. in 16th International Conference on Urban Drainage, Delft, 9-14 June, 2024
Delft University of Technology, NL..
https://hdl.handle.net/21.15107/rcub_grafar_3488
Govedarica O, Karanović D, Stanić F, Škondrić M, Lekić B, Rajaković-Ognjanović V. Circular Economy Innovation in Urban Infrastructure: Harnessing the Power of Solidified WWTP Sludge in Porous Concrete Pavements for Flood-Resilient Cities. in 16th International Conference on Urban Drainage, Delft, 9-14 June, 2024. 2024;.
https://hdl.handle.net/21.15107/rcub_grafar_3488 .
Govedarica, Ognjen, Karanović, Dj., Stanić, Filip, Škondrić, M., Lekić, Branislava, Rajaković-Ognjanović, Vladana, "Circular Economy Innovation in Urban Infrastructure: Harnessing the Power of Solidified WWTP Sludge in Porous Concrete Pavements for Flood-Resilient Cities" in 16th International Conference on Urban Drainage, Delft, 9-14 June, 2024 (2024),
https://hdl.handle.net/21.15107/rcub_grafar_3488 .

An improved semi-analytical solution for determining water permeability of highly pervious porous materials

Stanić, Filip; Jaćimović, Nenad; Govedarica, Ognjen; Lekić, Branislava; Vasilić, Željko; Ranđelović, Anja

(2024)

TY  - CONF
AU  - Stanić, Filip
AU  - Jaćimović, Nenad
AU  - Govedarica, Ognjen
AU  - Lekić, Branislava
AU  - Vasilić, Željko
AU  - Ranđelović, Anja
PY  - 2024
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3487
C3  - 16th International Conference on Urban Drainage, Delft, June, 2024
T1  - An improved semi-analytical solution for determining water permeability of highly pervious porous materials
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3487
ER  - 
@conference{
author = "Stanić, Filip and Jaćimović, Nenad and Govedarica, Ognjen and Lekić, Branislava and Vasilić, Željko and Ranđelović, Anja",
year = "2024",
journal = "16th International Conference on Urban Drainage, Delft, June, 2024",
title = "An improved semi-analytical solution for determining water permeability of highly pervious porous materials",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3487"
}
Stanić, F., Jaćimović, N., Govedarica, O., Lekić, B., Vasilić, Ž.,& Ranđelović, A.. (2024). An improved semi-analytical solution for determining water permeability of highly pervious porous materials. in 16th International Conference on Urban Drainage, Delft, June, 2024.
https://hdl.handle.net/21.15107/rcub_grafar_3487
Stanić F, Jaćimović N, Govedarica O, Lekić B, Vasilić Ž, Ranđelović A. An improved semi-analytical solution for determining water permeability of highly pervious porous materials. in 16th International Conference on Urban Drainage, Delft, June, 2024. 2024;.
https://hdl.handle.net/21.15107/rcub_grafar_3487 .
Stanić, Filip, Jaćimović, Nenad, Govedarica, Ognjen, Lekić, Branislava, Vasilić, Željko, Ranđelović, Anja, "An improved semi-analytical solution for determining water permeability of highly pervious porous materials" in 16th International Conference on Urban Drainage, Delft, June, 2024 (2024),
https://hdl.handle.net/21.15107/rcub_grafar_3487 .

Science behind STORMEE - STORMwater Environmental Efficiency toolkit: 1) infiltration basin

Vasilić, Željko; Stanić, Filip; Ranđelović, Anja

(International Ecological Engineering Society, 2023)

TY  - CONF
AU  - Vasilić, Željko
AU  - Stanić, Filip
AU  - Ranđelović, Anja
PY  - 2023
UR  - https://www.iees.tuc.gr/
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3495
AB  - Introduction. When designing the road drainage system special attention is given to environmental
protection, which requires the removal of potentially hazardous elements via separators to the required
degree, usually defined by the local stakeholders and legislation. Afterwards, water is simply transferred
to a nearby convenient recipient. Modern engineering practice however dictates the design of sustainable
drainage systems (SuDS) for the collected water, which need to provide attenuation of the runoff and must
be designed to mimic the natural catchment conditions with as little disruption of natural processes as
possible [1]. SuDS are designed to maximize opportunities and benefits that can be secured from surface
water management: water quantity, water quality, amenity and biodiversity [2]. Construction of roadside
infiltration basins is one of the measures used for these purposes. Infiltration basins are relatively simple
engineering objects designed and constructed as excavations with a corresponding filter layer at the
bottom (gravel or crushed stone) [3]. Essentially, they are retention spaces for permanent water retention
that receive collected stormwater runoff and drain it slowly into the surrounding soil. Retention space of
infiltration basin provides a reduction in the maximum peak runoff value [4], while runoff quality is also
improved by filtration through the filter layer and soil. There are number of similar type objects that can
be used for this purpose, applicable to different sizes and types of surface purpose (residential, parking
lots, etc.) [2]. The main advantages of infiltration basins’ application are 1) the relatively inexpensive cost
of construction, 2) low space usage and 3) possibility of application in areas where there is no conventional
stormwater sewer network or river that could serve as a recipient of stormwater runoff. This makes them
particularly suitable for construction next to the roads of significant importance such as highways [5]. The
retention of runoff contaminants using infiltration basins have been proven through the testing of such
facilities after many years of use [6]. On the other hand, inefficiency in the operation of infiltration basins
can be caused by the construction on land of poor water permeability and high groundwater levels. The
stability of the surrounding structures can also be compromised given that infiltration increases the
moisture of the surrounding soil [7]. Over time, there may be a decrease in the efficiency of infiltration due
to clogging of the filter layer, caused by sedimentation of suspended particles. A common mistake being
made in the design procedure is wrongful selection of the design storm for sizing the infiltration basin, i.e.
the same design storm is used both for the collection system and the infiltration basin. Short duration,
high intensity design storms are used for the design of the collection system as they result in maximum
runoff peak values. Long duration, low intensity design storms should be used for the design of the
infiltration basin itself as they result in much greater runoff volume which is essential for sizing of the
infiltration basin.
To ensure the efficiency and sustainable functioning of the infiltration basin, design procedure should
carefully address the following: 1) selection of the proper design storm and 2) all aspects relevant for soil
infiltration. Basic guidelines and recommendations for the design of similar type objects can be found in
literature but are lacking in detailed description of the design procedure and infiltration calculation ([2],
[8]). This paper presents a comprehensive methodology for the design and operational analysis of
infiltration basins for road runoff that is incorporated into STORMEE – STORMwater Environmental
Efficiency toolkit. Presented methodology encompasses all relevant hydrological and hydraulic analyses in
detail, which overcomes the shortcomings present in currently available regulations and design guidelines,
and is packed into a user-friendly interface. Showcased here is the analysis of a field scale infiltration basin
346
International Conference of the International Ecological Engineering Society, Chania, Greece, October 1 – 5, 2023
intended for runoff control from the section of the railway in Serbia. STORMEE allows
PB  - International Ecological Engineering Society
C3  - 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
T1  - Science behind STORMEE - STORMwater Environmental Efficiency toolkit: 1) infiltration basin
EP  - 348
SP  - 345
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3495
ER  - 
@conference{
author = "Vasilić, Željko and Stanić, Filip and Ranđelović, Anja",
year = "2023",
abstract = "Introduction. When designing the road drainage system special attention is given to environmental
protection, which requires the removal of potentially hazardous elements via separators to the required
degree, usually defined by the local stakeholders and legislation. Afterwards, water is simply transferred
to a nearby convenient recipient. Modern engineering practice however dictates the design of sustainable
drainage systems (SuDS) for the collected water, which need to provide attenuation of the runoff and must
be designed to mimic the natural catchment conditions with as little disruption of natural processes as
possible [1]. SuDS are designed to maximize opportunities and benefits that can be secured from surface
water management: water quantity, water quality, amenity and biodiversity [2]. Construction of roadside
infiltration basins is one of the measures used for these purposes. Infiltration basins are relatively simple
engineering objects designed and constructed as excavations with a corresponding filter layer at the
bottom (gravel or crushed stone) [3]. Essentially, they are retention spaces for permanent water retention
that receive collected stormwater runoff and drain it slowly into the surrounding soil. Retention space of
infiltration basin provides a reduction in the maximum peak runoff value [4], while runoff quality is also
improved by filtration through the filter layer and soil. There are number of similar type objects that can
be used for this purpose, applicable to different sizes and types of surface purpose (residential, parking
lots, etc.) [2]. The main advantages of infiltration basins’ application are 1) the relatively inexpensive cost
of construction, 2) low space usage and 3) possibility of application in areas where there is no conventional
stormwater sewer network or river that could serve as a recipient of stormwater runoff. This makes them
particularly suitable for construction next to the roads of significant importance such as highways [5]. The
retention of runoff contaminants using infiltration basins have been proven through the testing of such
facilities after many years of use [6]. On the other hand, inefficiency in the operation of infiltration basins
can be caused by the construction on land of poor water permeability and high groundwater levels. The
stability of the surrounding structures can also be compromised given that infiltration increases the
moisture of the surrounding soil [7]. Over time, there may be a decrease in the efficiency of infiltration due
to clogging of the filter layer, caused by sedimentation of suspended particles. A common mistake being
made in the design procedure is wrongful selection of the design storm for sizing the infiltration basin, i.e.
the same design storm is used both for the collection system and the infiltration basin. Short duration,
high intensity design storms are used for the design of the collection system as they result in maximum
runoff peak values. Long duration, low intensity design storms should be used for the design of the
infiltration basin itself as they result in much greater runoff volume which is essential for sizing of the
infiltration basin.
To ensure the efficiency and sustainable functioning of the infiltration basin, design procedure should
carefully address the following: 1) selection of the proper design storm and 2) all aspects relevant for soil
infiltration. Basic guidelines and recommendations for the design of similar type objects can be found in
literature but are lacking in detailed description of the design procedure and infiltration calculation ([2],
[8]). This paper presents a comprehensive methodology for the design and operational analysis of
infiltration basins for road runoff that is incorporated into STORMEE – STORMwater Environmental
Efficiency toolkit. Presented methodology encompasses all relevant hydrological and hydraulic analyses in
detail, which overcomes the shortcomings present in currently available regulations and design guidelines,
and is packed into a user-friendly interface. Showcased here is the analysis of a field scale infiltration basin
346
International Conference of the International Ecological Engineering Society, Chania, Greece, October 1 – 5, 2023
intended for runoff control from the section of the railway in Serbia. STORMEE allows",
publisher = "International Ecological Engineering Society",
journal = "12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023",
title = "Science behind STORMEE - STORMwater Environmental Efficiency toolkit: 1) infiltration basin",
pages = "348-345",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3495"
}
Vasilić, Ž., Stanić, F.,& Ranđelović, A.. (2023). Science behind STORMEE - STORMwater Environmental Efficiency toolkit: 1) infiltration basin. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
International Ecological Engineering Society., 345-348.
https://hdl.handle.net/21.15107/rcub_grafar_3495
Vasilić Ž, Stanić F, Ranđelović A. Science behind STORMEE - STORMwater Environmental Efficiency toolkit: 1) infiltration basin. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023. 2023;:345-348.
https://hdl.handle.net/21.15107/rcub_grafar_3495 .
Vasilić, Željko, Stanić, Filip, Ranđelović, Anja, "Science behind STORMEE - STORMwater Environmental Efficiency toolkit: 1) infiltration basin" in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023 (2023):345-348,
https://hdl.handle.net/21.15107/rcub_grafar_3495 .

Novel computational tool for coupling water and heat transport models – application on green roofs

Stanić, Filip; Vasilić, Željko; Ranđelović, Anja

(International Ecological Engineering Society, 2023)

TY  - CONF
AU  - Stanić, Filip
AU  - Vasilić, Željko
AU  - Ranđelović, Anja
PY  - 2023
UR  - https://www.iees.tuc.gr/
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3494
AB  - Introduction: Green roofs are one of the most common multifunctional types of Nature Based Systems
(NBS) serving primarily for mitigation of the urban runoff (Stovin et al. 2012, Versini et al. 2020). Since
relying on the soil water interaction, green roofs also have a significant impact on reduction of the local
temperature, which has not been so deterministically investigated in the past. To simulate the change of
substrate temperature and water content accurately and continuously, it is necessary to couple models
for water and heat transport through (un)saturated porous media which has been done in many studies
(Campbell 1985, Bittelli et al. 2008). The core of these models are the partial differential equations that
are strongly nonlinear, especially Richards (1931) equation describing the unsaturated water flow, and
hence their numerical solving is still challenging from the perspective of the computational time, numerical
stability, and accuracy. Linearization of Richards equation has first been proposed by Ross (2003) who
developed a stable explicit numerical scheme for solving it by using Taylor series and Kirchhoff potential
to express unsaturated water fluxes, while similar approach has not been applied yet to Heat equation.
The main deficiency of this approach as far as Richards equation is concerned is the necessity to use finer
time discretization to avoid greater water balance errors, as well as the complex and often inaccurate
transition from the unsaturated to saturated state and vice versa.
To develop a robust and accurate numerical tool for consecutive solving of Richards and Heat equations,
several improvements compared to the existing approaches have been made. Firstly, Taylor series has also
been applied on soil heat fluxes creating rather simple and mathematically elegant explicit numerical
scheme for solving Heat equation. Secondly, unlike in Ross’s method where only the first term of Taylor
series is used, here are used the first and the second term to create more accurate approximation of water
fluxes. Also, unlike in Ross (2003), here Richards equation is solved strictly with respect to Kirchhoff
potential to smooth the transition between unsaturated and saturated water flow. Finally, the
evapotranspiration rate at the top surface is not predefined but determined from the latent heat flux
computed through the iterative solving of Richards and Heat equations. Here are presented preliminary
simulation results of the proposed coupled model obtained by using approximately six days long timeseries
of the measured meteorological data taken from Bittelli et al. (2008).
PB  - International Ecological Engineering Society
C3  - 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
T1  - Novel computational tool for coupling water and heat transport models – application on green roofs
EP  - 221
SP  - 218
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3494
ER  - 
@conference{
author = "Stanić, Filip and Vasilić, Željko and Ranđelović, Anja",
year = "2023",
abstract = "Introduction: Green roofs are one of the most common multifunctional types of Nature Based Systems
(NBS) serving primarily for mitigation of the urban runoff (Stovin et al. 2012, Versini et al. 2020). Since
relying on the soil water interaction, green roofs also have a significant impact on reduction of the local
temperature, which has not been so deterministically investigated in the past. To simulate the change of
substrate temperature and water content accurately and continuously, it is necessary to couple models
for water and heat transport through (un)saturated porous media which has been done in many studies
(Campbell 1985, Bittelli et al. 2008). The core of these models are the partial differential equations that
are strongly nonlinear, especially Richards (1931) equation describing the unsaturated water flow, and
hence their numerical solving is still challenging from the perspective of the computational time, numerical
stability, and accuracy. Linearization of Richards equation has first been proposed by Ross (2003) who
developed a stable explicit numerical scheme for solving it by using Taylor series and Kirchhoff potential
to express unsaturated water fluxes, while similar approach has not been applied yet to Heat equation.
The main deficiency of this approach as far as Richards equation is concerned is the necessity to use finer
time discretization to avoid greater water balance errors, as well as the complex and often inaccurate
transition from the unsaturated to saturated state and vice versa.
To develop a robust and accurate numerical tool for consecutive solving of Richards and Heat equations,
several improvements compared to the existing approaches have been made. Firstly, Taylor series has also
been applied on soil heat fluxes creating rather simple and mathematically elegant explicit numerical
scheme for solving Heat equation. Secondly, unlike in Ross’s method where only the first term of Taylor
series is used, here are used the first and the second term to create more accurate approximation of water
fluxes. Also, unlike in Ross (2003), here Richards equation is solved strictly with respect to Kirchhoff
potential to smooth the transition between unsaturated and saturated water flow. Finally, the
evapotranspiration rate at the top surface is not predefined but determined from the latent heat flux
computed through the iterative solving of Richards and Heat equations. Here are presented preliminary
simulation results of the proposed coupled model obtained by using approximately six days long timeseries
of the measured meteorological data taken from Bittelli et al. (2008).",
publisher = "International Ecological Engineering Society",
journal = "12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023",
title = "Novel computational tool for coupling water and heat transport models – application on green roofs",
pages = "221-218",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3494"
}
Stanić, F., Vasilić, Ž.,& Ranđelović, A.. (2023). Novel computational tool for coupling water and heat transport models – application on green roofs. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
International Ecological Engineering Society., 218-221.
https://hdl.handle.net/21.15107/rcub_grafar_3494
Stanić F, Vasilić Ž, Ranđelović A. Novel computational tool for coupling water and heat transport models – application on green roofs. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023. 2023;:218-221.
https://hdl.handle.net/21.15107/rcub_grafar_3494 .
Stanić, Filip, Vasilić, Željko, Ranđelović, Anja, "Novel computational tool for coupling water and heat transport models – application on green roofs" in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023 (2023):218-221,
https://hdl.handle.net/21.15107/rcub_grafar_3494 .

A glimpse into the euPOLIS multi-dimensional Indicator System for Site Screening & NBS Assessment

Baki, Sotiria; Ranđelović, Anja; Kazantzi, Athanasia; Stanić, Filip; Makropoulos, Christos

(International Ecological Engineering Society, 2023)

TY  - CONF
AU  - Baki, Sotiria
AU  - Ranđelović, Anja
AU  - Kazantzi, Athanasia
AU  - Stanić, Filip
AU  - Makropoulos, Christos
PY  - 2023
UR  - https://www.iees.tuc.gr/
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3496
AB  - Evaluating the impact of Nature-Based Solutions (NBS) via appropriate indicators and metrics has
attracted, in the past few years, significant interest. In response to this, the European Commission has
recently published a handbook that aims to serve as a guide towards the evaluation of NBS impacts (EC,
2021) based on current available knowledge and state-of-art technologies and practices. The evaluation
process, which involves the development and estimation of pertinent metrics, is crucial across the different
NBS implementation stages, i.e., from the selection and design of effective NBS interventions to the NBS
efficiency evaluation and potential improvement of the deployed systems. Within this context and as part
of the work that was carried out for the euPOLIS project, an integrated indicator-based methodological
framework is proposed herein for assessing the multi-dimensional aspects and impacts associated with
the implementation of NBS in urban environments. The proposed framework employs different types of
indicators with distinct functions and purposes and aims at providing structured guidance to practitioners
and urban planners throughout all the different NBS analysis, deployment, and evaluation stages.
PB  - International Ecological Engineering Society
C3  - 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
T1  - A glimpse into the euPOLIS multi-dimensional Indicator System for Site Screening & NBS Assessment
EP  - 395
SP  - 392
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3496
ER  - 
@conference{
author = "Baki, Sotiria and Ranđelović, Anja and Kazantzi, Athanasia and Stanić, Filip and Makropoulos, Christos",
year = "2023",
abstract = "Evaluating the impact of Nature-Based Solutions (NBS) via appropriate indicators and metrics has
attracted, in the past few years, significant interest. In response to this, the European Commission has
recently published a handbook that aims to serve as a guide towards the evaluation of NBS impacts (EC,
2021) based on current available knowledge and state-of-art technologies and practices. The evaluation
process, which involves the development and estimation of pertinent metrics, is crucial across the different
NBS implementation stages, i.e., from the selection and design of effective NBS interventions to the NBS
efficiency evaluation and potential improvement of the deployed systems. Within this context and as part
of the work that was carried out for the euPOLIS project, an integrated indicator-based methodological
framework is proposed herein for assessing the multi-dimensional aspects and impacts associated with
the implementation of NBS in urban environments. The proposed framework employs different types of
indicators with distinct functions and purposes and aims at providing structured guidance to practitioners
and urban planners throughout all the different NBS analysis, deployment, and evaluation stages.",
publisher = "International Ecological Engineering Society",
journal = "12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023",
title = "A glimpse into the euPOLIS multi-dimensional Indicator System for Site Screening & NBS Assessment",
pages = "395-392",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3496"
}
Baki, S., Ranđelović, A., Kazantzi, A., Stanić, F.,& Makropoulos, C.. (2023). A glimpse into the euPOLIS multi-dimensional Indicator System for Site Screening & NBS Assessment. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
International Ecological Engineering Society., 392-395.
https://hdl.handle.net/21.15107/rcub_grafar_3496
Baki S, Ranđelović A, Kazantzi A, Stanić F, Makropoulos C. A glimpse into the euPOLIS multi-dimensional Indicator System for Site Screening & NBS Assessment. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023. 2023;:392-395.
https://hdl.handle.net/21.15107/rcub_grafar_3496 .
Baki, Sotiria, Ranđelović, Anja, Kazantzi, Athanasia, Stanić, Filip, Makropoulos, Christos, "A glimpse into the euPOLIS multi-dimensional Indicator System for Site Screening & NBS Assessment" in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023 (2023):392-395,
https://hdl.handle.net/21.15107/rcub_grafar_3496 .

Urban greenery’s effects on Public Health and Wellbeing of Citizens and how to assess it – preliminary euPOLIS findings

Ranđelović, Anja; Jovanović-Srzentić, Snežana; Stošić, Maja; Stanić, Filip; Vasilić, Željko

(International Ecological Engineering Society, 2023)

TY  - CONF
AU  - Ranđelović, Anja
AU  - Jovanović-Srzentić, Snežana
AU  - Stošić, Maja
AU  - Stanić, Filip
AU  - Vasilić, Željko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3471
AB  - Many studies report on the ability of natural environments and accessible green and blue
spaces in the cities to diminish climate change impacts and lower the possibility of disasters. However,
that is not the full extent of their effects. Among others, these urban spaces enhanced with nature-based
solutions (NBS) can support active recreation and allow places for relaxation and consolidation from daily
stress.
There is some evidence that NBS with their extensive greenery can give the positive impact on numerous
psychological and physiological outcomes. Urban areas rich in greenery and biodiversity provide great
opportunity for humans to come closer to nature and improve their health and well-being through
interaction with a variety of flora and fauna species. Specifically, there is evidence that mental health
(anxiety, stress levels) and psychological wellbeing may benefit from plant species richness (Fuller et al.,
2007), animal species richness (Dallimer et al., 2012) and soil biodiversity (Wall et al., 2015). Furthermore,
it has been shown that soil organisms, through their roles in controlling soil-borne pathogens and pests
(soil vitality) lessen the prevalence of allergic diseases (Wall et al. 2015). Replacing or restoring the soil,
regulation of water conditions, enabling plant species diversity - especially native ones, can substantially
increase soil biodiversity leading to recovery of the natural soil food web, so the pathogen risk would be
minimized with respect to communicable and non-communicable diseases (Crump et al., 2021). However,
urban green spaces can also be linked to negative health outcomes, such as allergic reactions, or vectorborne diseases, as the result of increased exposure to allergenic pollen or increased amount of disease
vectors in urban green environments (Calaza‐Martinez and Iglesias‐Díaz, 2016). These potential harmful
effects may be addressed through the adequate design, maintenance and management of urban green
spaces and selection of species.
Although different studies show some positive (or negative) effects of NBS on public health and wellbeing
(PH&WB), still it is a challenge to actually quantify the extent of the effects, and also attribute the quantity
to particular characteristics of an NBS. This is why EC has established a call topic SC5-14-2019 - Visionary
and integrated solutions to improve well-being and health in cities, to fund projects that will implement
different types of solutions that are capable of enhancing PH&WB in cities and assess their impacts. Once
demonstration sites are developed and assessed, key findings and indicators will be included in the already
available EC Handbook of indicators - Evaluating the impact of nature-based solutions: A handbook for
practitioners.
This paper presents preliminary findings in the endeavour to quantify urban greenery’s and biodiversity’s
effects on PH&WB, by integrating subjective, objective, physiological, and psychological monitoring
approaches and producing a multifaceted understanding that is essential for policymakers, urban planners,
and public health professionals to design sustainable and nature-inclusive cities that promote the wellbeing of their inhabitants.
PB  - International Ecological Engineering Society
C3  - 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
T1  - Urban greenery’s effects on Public Health and Wellbeing of Citizens and how to assess it – preliminary euPOLIS findings
EP  - 130
SP  - 127
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3471
ER  - 
@conference{
author = "Ranđelović, Anja and Jovanović-Srzentić, Snežana and Stošić, Maja and Stanić, Filip and Vasilić, Željko",
year = "2023",
abstract = "Many studies report on the ability of natural environments and accessible green and blue
spaces in the cities to diminish climate change impacts and lower the possibility of disasters. However,
that is not the full extent of their effects. Among others, these urban spaces enhanced with nature-based
solutions (NBS) can support active recreation and allow places for relaxation and consolidation from daily
stress.
There is some evidence that NBS with their extensive greenery can give the positive impact on numerous
psychological and physiological outcomes. Urban areas rich in greenery and biodiversity provide great
opportunity for humans to come closer to nature and improve their health and well-being through
interaction with a variety of flora and fauna species. Specifically, there is evidence that mental health
(anxiety, stress levels) and psychological wellbeing may benefit from plant species richness (Fuller et al.,
2007), animal species richness (Dallimer et al., 2012) and soil biodiversity (Wall et al., 2015). Furthermore,
it has been shown that soil organisms, through their roles in controlling soil-borne pathogens and pests
(soil vitality) lessen the prevalence of allergic diseases (Wall et al. 2015). Replacing or restoring the soil,
regulation of water conditions, enabling plant species diversity - especially native ones, can substantially
increase soil biodiversity leading to recovery of the natural soil food web, so the pathogen risk would be
minimized with respect to communicable and non-communicable diseases (Crump et al., 2021). However,
urban green spaces can also be linked to negative health outcomes, such as allergic reactions, or vectorborne diseases, as the result of increased exposure to allergenic pollen or increased amount of disease
vectors in urban green environments (Calaza‐Martinez and Iglesias‐Díaz, 2016). These potential harmful
effects may be addressed through the adequate design, maintenance and management of urban green
spaces and selection of species.
Although different studies show some positive (or negative) effects of NBS on public health and wellbeing
(PH&WB), still it is a challenge to actually quantify the extent of the effects, and also attribute the quantity
to particular characteristics of an NBS. This is why EC has established a call topic SC5-14-2019 - Visionary
and integrated solutions to improve well-being and health in cities, to fund projects that will implement
different types of solutions that are capable of enhancing PH&WB in cities and assess their impacts. Once
demonstration sites are developed and assessed, key findings and indicators will be included in the already
available EC Handbook of indicators - Evaluating the impact of nature-based solutions: A handbook for
practitioners.
This paper presents preliminary findings in the endeavour to quantify urban greenery’s and biodiversity’s
effects on PH&WB, by integrating subjective, objective, physiological, and psychological monitoring
approaches and producing a multifaceted understanding that is essential for policymakers, urban planners,
and public health professionals to design sustainable and nature-inclusive cities that promote the wellbeing of their inhabitants.",
publisher = "International Ecological Engineering Society",
journal = "12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023",
title = "Urban greenery’s effects on Public Health and Wellbeing of Citizens and how to assess it – preliminary euPOLIS findings",
pages = "130-127",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3471"
}
Ranđelović, A., Jovanović-Srzentić, S., Stošić, M., Stanić, F.,& Vasilić, Ž.. (2023). Urban greenery’s effects on Public Health and Wellbeing of Citizens and how to assess it – preliminary euPOLIS findings. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023
International Ecological Engineering Society., 127-130.
https://hdl.handle.net/21.15107/rcub_grafar_3471
Ranđelović A, Jovanović-Srzentić S, Stošić M, Stanić F, Vasilić Ž. Urban greenery’s effects on Public Health and Wellbeing of Citizens and how to assess it – preliminary euPOLIS findings. in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023. 2023;:127-130.
https://hdl.handle.net/21.15107/rcub_grafar_3471 .
Ranđelović, Anja, Jovanović-Srzentić, Snežana, Stošić, Maja, Stanić, Filip, Vasilić, Željko, "Urban greenery’s effects on Public Health and Wellbeing of Citizens and how to assess it – preliminary euPOLIS findings" in 12th International Conference of the International Ecological Engineering Society: Closed Cycles and the Circular Society 2023 The Power of Ecological Engineering, Chania - Greece, October 1-5, 2023 (2023):127-130,
https://hdl.handle.net/21.15107/rcub_grafar_3471 .

Analiza hidroloških i termoregulacionih svojstava zelenih krovova korišćenjem fizički zasnovanih modela transporta vode i toplote kroz nezasićenu poroznu sredinu

Sedak, Milica; Stanić, Filip; Vasilić, Željko; Ranđelović, Anja

(2023)

TY  - JOUR
AU  - Sedak, Milica
AU  - Stanić, Filip
AU  - Vasilić, Željko
AU  - Ranđelović, Anja
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3373
AB  - Zeleni krovovi zbog svoje multifunkcionalnosti predstavljaju najčešće primenjivan vid prirodom inspirisanih rešenja koja za cilj imaju unapređivanje kvaliteta života u urbanim sredinama oponašanjem prirodnih uslova pre urbanizacije. U ovom radu su analizirane dve osnovne funkcije zelenih krovova, 1) ublaženje kišnog oticaja i 2) termoregulacija u unutrašnjosti objekta. Za potrebe analize ovih funkcija primenjen je uparen model transporta vode i toplote kroz nezasićenu poroznu sredinu. Model je za potrebe ovog rada razvijeni u softverskom paketu Matlab, a baziran je na linearizaciji flukseva vode i toplote razvojem u Taylor-ov red, čime se dobija eksplicitna numerička šema za rešavanje parcijalnih diferencijalnih jednačina drugog reda. Validacija ovog efikasnog fizički zasnovanog modela obavljena je poređenjem modeliranih rezultata sa osmotrenim vrednostima preuzetim iz literature koje se odnose na tlo bez vegetacije. Zatim je na hipotetičkom primeru ekstenzivnog i intenzivnog zelenog krova sprovedena analiza uticaja debljine supstrata i navodnjavanja na ublaženje maksimalnog dreniranog oticaja i smanjenje temperature na površini krovne konstrukcije. Može se zaključiti da sa porastom debljine supstrata raste retenzioni kapacitet zelenog krova, ublažava se drenirani oticaj kao i temperaturne oscilacije unutar supstrata. Takođe, navodnjavanje ima bitnu ulogu u pogledu termoregulacije jer povećana vlažnost supstrata direktno utiče na smanjenje temperature.
T2  - Vodoprivreda
T1  - Analiza hidroloških i termoregulacionih svojstava zelenih krovova korišćenjem fizički zasnovanih modela transporta vode i toplote kroz nezasićenu poroznu sredinu
EP  - 48
IS  - 321-322
SP  - 35
VL  - 55
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3373
ER  - 
@article{
author = "Sedak, Milica and Stanić, Filip and Vasilić, Željko and Ranđelović, Anja",
year = "2023",
abstract = "Zeleni krovovi zbog svoje multifunkcionalnosti predstavljaju najčešće primenjivan vid prirodom inspirisanih rešenja koja za cilj imaju unapređivanje kvaliteta života u urbanim sredinama oponašanjem prirodnih uslova pre urbanizacije. U ovom radu su analizirane dve osnovne funkcije zelenih krovova, 1) ublaženje kišnog oticaja i 2) termoregulacija u unutrašnjosti objekta. Za potrebe analize ovih funkcija primenjen je uparen model transporta vode i toplote kroz nezasićenu poroznu sredinu. Model je za potrebe ovog rada razvijeni u softverskom paketu Matlab, a baziran je na linearizaciji flukseva vode i toplote razvojem u Taylor-ov red, čime se dobija eksplicitna numerička šema za rešavanje parcijalnih diferencijalnih jednačina drugog reda. Validacija ovog efikasnog fizički zasnovanog modela obavljena je poređenjem modeliranih rezultata sa osmotrenim vrednostima preuzetim iz literature koje se odnose na tlo bez vegetacije. Zatim je na hipotetičkom primeru ekstenzivnog i intenzivnog zelenog krova sprovedena analiza uticaja debljine supstrata i navodnjavanja na ublaženje maksimalnog dreniranog oticaja i smanjenje temperature na površini krovne konstrukcije. Može se zaključiti da sa porastom debljine supstrata raste retenzioni kapacitet zelenog krova, ublažava se drenirani oticaj kao i temperaturne oscilacije unutar supstrata. Takođe, navodnjavanje ima bitnu ulogu u pogledu termoregulacije jer povećana vlažnost supstrata direktno utiče na smanjenje temperature.",
journal = "Vodoprivreda",
title = "Analiza hidroloških i termoregulacionih svojstava zelenih krovova korišćenjem fizički zasnovanih modela transporta vode i toplote kroz nezasićenu poroznu sredinu",
pages = "48-35",
number = "321-322",
volume = "55",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3373"
}
Sedak, M., Stanić, F., Vasilić, Ž.,& Ranđelović, A.. (2023). Analiza hidroloških i termoregulacionih svojstava zelenih krovova korišćenjem fizički zasnovanih modela transporta vode i toplote kroz nezasićenu poroznu sredinu. in Vodoprivreda, 55(321-322), 35-48.
https://hdl.handle.net/21.15107/rcub_grafar_3373
Sedak M, Stanić F, Vasilić Ž, Ranđelović A. Analiza hidroloških i termoregulacionih svojstava zelenih krovova korišćenjem fizički zasnovanih modela transporta vode i toplote kroz nezasićenu poroznu sredinu. in Vodoprivreda. 2023;55(321-322):35-48.
https://hdl.handle.net/21.15107/rcub_grafar_3373 .
Sedak, Milica, Stanić, Filip, Vasilić, Željko, Ranđelović, Anja, "Analiza hidroloških i termoregulacionih svojstava zelenih krovova korišćenjem fizički zasnovanih modela transporta vode i toplote kroz nezasićenu poroznu sredinu" in Vodoprivreda, 55, no. 321-322 (2023):35-48,
https://hdl.handle.net/21.15107/rcub_grafar_3373 .

Nature-based Solutions (NBS) at work and monitoring their performance – the innovative research case of the EU-funded project euPOLIS

Ranđelović, Anja; Figueras, Alfred; Seidelin, Frida; Briggs, Lars; Stanić, Filip

(EGU, 2023)

TY  - CONF
AU  - Ranđelović, Anja
AU  - Figueras, Alfred
AU  - Seidelin, Frida
AU  - Briggs, Lars
AU  - Stanić, Filip
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3315
AB  - Climate change impacts are affecting and will continue to widely affect particularly urban areas and their dwellers. These impacts not only come with economic losses, but also directly threaten the health of urban dwellers, as well as the functionality of urban ecosystems in terms of providing ecosystem services (EES) and ensuring habitats for threatened biodiversity. Nature-based Solutions (NBS) are approaches that can tackle many of these impacts by mimicking natural processes.

In this case, the euPOLIS project, aims at creating cities-for-healthy-people by introducing NBS as a common practice in the urban planning methodologies, to locally improve thermal comfort, enhance biodiversity, mitigate pollution, improve climate resilience, provide open areas that stimulate social exchange and inclusivity, and much more, all contributing to enhancing public health and wellbeing (PH&WB) of citizens. By selecting 4 front-runner cities acting as demo-cases in different biogeographical and climatic regions, NBS are designed and tailored to each urban environment characteristics and problems. An innovative urban planning methodology that actively engage citizens is firstly developed, then tested and finally put into practice in all FR cities and resulting into a set of NBS interventions which aim to enhance the outdoor environmental conditions of the sites, supporting and promoting increased physical activity of citizens (as a precursor for health and well-being enhancements) and providing ground for socio-cultural and business improvements. These NBSs are then, implemented and constructed on each site, and carefully monitored before, under and after construction in order to measure their expected impacts.

The monitoring phase is based on an exhaustive data collection approach of different variables (environmental, social, public health and well-being, urban), which together with the posterior data analysis are expected to be important research tools and methodologies allowing to withdraw evidence-based conclusions of the NBS impacts. Different approaches to monitor NBS will be used, such as biodiversity surveys and environmental modelling, that in combination with in-situ sensors and satellite imagery and will provide insights about the environmental status of the site. In addition, the use of wearables together with health apps will help to determine the effects on PH & WB of citizens. Finally, questionaries on-site along with other qualitative methods will help to shed light on the enhanced social and economic conditions. NBS implemented in the project sites will therefore cover a multi-disciplinary consortium, actively engage citizens for consultation in all phases of the project and have a strong focus on PH & WB with the assessment of multiple co-benefits the solutions can provide. The enhanced EES by the newly introduced NBS, are expected to revitalize the urban ecosystems, protect local biodiversity and by doing so, regenerate the economic, social, cultural aspects of the site. Finally, this process is expected to directly/indirectly improve PH & WB in the demonstration sites.

The euPOLIS Project is on-going and expected to finish by August 2024, when the results and conclusions of the developed urban planning methodologies and NBS impacts on PH&WB will be shared, discussed and potentially scaled-up in other urban environments impacted by climate change.
PB  - EGU
C3  - EGU General Assembly 2023
T1  - Nature-based Solutions (NBS) at work and monitoring their performance – the innovative research case of the EU-funded project euPOLIS
DO  - 10.5194/egusphere-egu23-17063
ER  - 
@conference{
author = "Ranđelović, Anja and Figueras, Alfred and Seidelin, Frida and Briggs, Lars and Stanić, Filip",
year = "2023",
abstract = "Climate change impacts are affecting and will continue to widely affect particularly urban areas and their dwellers. These impacts not only come with economic losses, but also directly threaten the health of urban dwellers, as well as the functionality of urban ecosystems in terms of providing ecosystem services (EES) and ensuring habitats for threatened biodiversity. Nature-based Solutions (NBS) are approaches that can tackle many of these impacts by mimicking natural processes.

In this case, the euPOLIS project, aims at creating cities-for-healthy-people by introducing NBS as a common practice in the urban planning methodologies, to locally improve thermal comfort, enhance biodiversity, mitigate pollution, improve climate resilience, provide open areas that stimulate social exchange and inclusivity, and much more, all contributing to enhancing public health and wellbeing (PH&WB) of citizens. By selecting 4 front-runner cities acting as demo-cases in different biogeographical and climatic regions, NBS are designed and tailored to each urban environment characteristics and problems. An innovative urban planning methodology that actively engage citizens is firstly developed, then tested and finally put into practice in all FR cities and resulting into a set of NBS interventions which aim to enhance the outdoor environmental conditions of the sites, supporting and promoting increased physical activity of citizens (as a precursor for health and well-being enhancements) and providing ground for socio-cultural and business improvements. These NBSs are then, implemented and constructed on each site, and carefully monitored before, under and after construction in order to measure their expected impacts.

The monitoring phase is based on an exhaustive data collection approach of different variables (environmental, social, public health and well-being, urban), which together with the posterior data analysis are expected to be important research tools and methodologies allowing to withdraw evidence-based conclusions of the NBS impacts. Different approaches to monitor NBS will be used, such as biodiversity surveys and environmental modelling, that in combination with in-situ sensors and satellite imagery and will provide insights about the environmental status of the site. In addition, the use of wearables together with health apps will help to determine the effects on PH & WB of citizens. Finally, questionaries on-site along with other qualitative methods will help to shed light on the enhanced social and economic conditions. NBS implemented in the project sites will therefore cover a multi-disciplinary consortium, actively engage citizens for consultation in all phases of the project and have a strong focus on PH & WB with the assessment of multiple co-benefits the solutions can provide. The enhanced EES by the newly introduced NBS, are expected to revitalize the urban ecosystems, protect local biodiversity and by doing so, regenerate the economic, social, cultural aspects of the site. Finally, this process is expected to directly/indirectly improve PH & WB in the demonstration sites.

The euPOLIS Project is on-going and expected to finish by August 2024, when the results and conclusions of the developed urban planning methodologies and NBS impacts on PH&WB will be shared, discussed and potentially scaled-up in other urban environments impacted by climate change.",
publisher = "EGU",
journal = "EGU General Assembly 2023",
title = "Nature-based Solutions (NBS) at work and monitoring their performance – the innovative research case of the EU-funded project euPOLIS",
doi = "10.5194/egusphere-egu23-17063"
}
Ranđelović, A., Figueras, A., Seidelin, F., Briggs, L.,& Stanić, F.. (2023). Nature-based Solutions (NBS) at work and monitoring their performance – the innovative research case of the EU-funded project euPOLIS. in EGU General Assembly 2023
EGU..
https://doi.org/10.5194/egusphere-egu23-17063
Ranđelović A, Figueras A, Seidelin F, Briggs L, Stanić F. Nature-based Solutions (NBS) at work and monitoring their performance – the innovative research case of the EU-funded project euPOLIS. in EGU General Assembly 2023. 2023;.
doi:10.5194/egusphere-egu23-17063 .
Ranđelović, Anja, Figueras, Alfred, Seidelin, Frida, Briggs, Lars, Stanić, Filip, "Nature-based Solutions (NBS) at work and monitoring their performance – the innovative research case of the EU-funded project euPOLIS" in EGU General Assembly 2023 (2023),
https://doi.org/10.5194/egusphere-egu23-17063 . .

A Novel Semi-Analytical (Inertial) Solution for Determining Permeability of Highly Pervious Porous Materials Using the Two-Reservoir Laboratory Setup

Stanić, Filip; Govedarica, Ognjen; Jaćimović, Nenad; Lekić, Branislava; Ranđelović, Anja

(Advancing Earth and space sciences, 2023)

TY  - JOUR
AU  - Stanić, Filip
AU  - Govedarica, Ognjen
AU  - Jaćimović, Nenad
AU  - Lekić, Branislava
AU  - Ranđelović, Anja
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3312
AB  - Two conventional experimental procedures for determination of the water permeability of saturated porous medium are the constant and the falling head permeability tests. The first one is more applicable on more permeable materials where the outflow from the sample is measured at variety of constant water heads, while the second one is more convenient for low permeable materials, utilizing the continuous measurements of the water head falling due to filtration through the saturated sample. However, neither of the two is useful for materials of high permeability and large cross-sectional area. The constant head permeability test faces technical issues since a significant and continuous water discharge is required, while the falling head permeability test has limitations due to neglection of the Forchheimer's high-velocity flow through the sample, but also the influence of inertia on the fluid mass. Here we proposed an approach for determination of the water permeability of saturated porous medium based on the agreement between the measured water level change in two connected reservoirs containing a porous sample and the new semi-analytical expression describing that change by accounting for the mentioned theoretical deficiencies. This efficient approach has been tested on four pervious paver samples, and results showed satisfactory agreement with the constant head permeability data. It has been also confirmed the proposed semi-analytical solution is more accurate than the falling head permeability approach in case of highly pervious materials, while for low permeable materials it reduces to the conventional approach.
PB  - Advancing Earth and space sciences
PB  - Wiley
T2  - Water Resources Research
T1  - A Novel Semi-Analytical (Inertial) Solution for Determining Permeability of Highly Pervious Porous Materials Using the Two-Reservoir Laboratory Setup
IS  - 7
VL  - 59
DO  - https://doi.org/10.1029/2022WR034158
ER  - 
@article{
author = "Stanić, Filip and Govedarica, Ognjen and Jaćimović, Nenad and Lekić, Branislava and Ranđelović, Anja",
year = "2023",
abstract = "Two conventional experimental procedures for determination of the water permeability of saturated porous medium are the constant and the falling head permeability tests. The first one is more applicable on more permeable materials where the outflow from the sample is measured at variety of constant water heads, while the second one is more convenient for low permeable materials, utilizing the continuous measurements of the water head falling due to filtration through the saturated sample. However, neither of the two is useful for materials of high permeability and large cross-sectional area. The constant head permeability test faces technical issues since a significant and continuous water discharge is required, while the falling head permeability test has limitations due to neglection of the Forchheimer's high-velocity flow through the sample, but also the influence of inertia on the fluid mass. Here we proposed an approach for determination of the water permeability of saturated porous medium based on the agreement between the measured water level change in two connected reservoirs containing a porous sample and the new semi-analytical expression describing that change by accounting for the mentioned theoretical deficiencies. This efficient approach has been tested on four pervious paver samples, and results showed satisfactory agreement with the constant head permeability data. It has been also confirmed the proposed semi-analytical solution is more accurate than the falling head permeability approach in case of highly pervious materials, while for low permeable materials it reduces to the conventional approach.",
publisher = "Advancing Earth and space sciences, Wiley",
journal = "Water Resources Research",
title = "A Novel Semi-Analytical (Inertial) Solution for Determining Permeability of Highly Pervious Porous Materials Using the Two-Reservoir Laboratory Setup",
number = "7",
volume = "59",
doi = "https://doi.org/10.1029/2022WR034158"
}
Stanić, F., Govedarica, O., Jaćimović, N., Lekić, B.,& Ranđelović, A.. (2023). A Novel Semi-Analytical (Inertial) Solution for Determining Permeability of Highly Pervious Porous Materials Using the Two-Reservoir Laboratory Setup. in Water Resources Research
Advancing Earth and space sciences., 59(7).
https://doi.org/https://doi.org/10.1029/2022WR034158
Stanić F, Govedarica O, Jaćimović N, Lekić B, Ranđelović A. A Novel Semi-Analytical (Inertial) Solution for Determining Permeability of Highly Pervious Porous Materials Using the Two-Reservoir Laboratory Setup. in Water Resources Research. 2023;59(7).
doi:https://doi.org/10.1029/2022WR034158 .
Stanić, Filip, Govedarica, Ognjen, Jaćimović, Nenad, Lekić, Branislava, Ranđelović, Anja, "A Novel Semi-Analytical (Inertial) Solution for Determining Permeability of Highly Pervious Porous Materials Using the Two-Reservoir Laboratory Setup" in Water Resources Research, 59, no. 7 (2023),
https://doi.org/https://doi.org/10.1029/2022WR034158 . .

Metoologija za proračun i analizu infiltracionih polja za prihvatanje oticaja sa saobraćajnica

Vasilić, Željko; Stanić, Filip; Ranđelović, Anja

(Srpsko društvo za odvodnjavanje i navodnjavanje, 2022)

TY  - JOUR
AU  - Vasilić, Željko
AU  - Stanić, Filip
AU  - Ranđelović, Anja
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2935
AB  - Infiltraciona polja predstavljaju jednu od mera koja se
koristi za kontrolisano prihvatanje oticaja sa
saobraćajnica. Svojim retenzionim prostorom ovi
objekti obezbeĊuju smanjenje maksimalne vrednosti
oticaja, kao i poboljšanje njegovog kvaliteta filtracijom
kroz filtarski sloj u okolno zemljište. Da bi se
obezbedila efikasnost i održivo funkcionisanje
infiltracionog polja, prilikom projektovanja se pažljivo
moraju: 1) odabrati merodavne raĉunske kiše i 2)
razmotriti svi aspekti od znaĉaja za infiltraciju.
Inženjerima u Srbiji koji se bave projektovanjem
odvodnjavanja saobraćajnica na raspolaganju je
„Priruĉnik za projektovanje puteva u Republici Srbiji“,
kojim objekti ovog tipa nisu obuhvaćeni. U stranoj
literaturi se mogu naći osnovne smernice i preporuke za
dimenzionisanje, ali takoĊe bez detaljnijeg opisa
postupka dimenzionisanja i proraĉuna infiltracije. U
ovom radu je prikazana sveobuhvatna metodologija za
proraĉun i analizu infiltracionih polja namenjenih za
prihvatanje oticaja sa saobraćajnica. Osnovna prednost
predložene metodologije je objedinjavanje svih
relevantnih hidroloških i hidrauliĉkih analiza, ĉime se
nadomešćuju nedostaci prisutni u trenutno dostupnim
pravilnicima i smernicama za projektovanje.
Metodologija je primenjena na realnom primeru
infiltracionog polja namenjenog za prihvatanje oticaja
sa deonice trase železnice Novi Sad – Subotica.
Implementacija metodologije u razvijeni softverski alat
omogućava korisniku da na efikasan naĉin vrši analize
za razliĉite ulazne podatke i ispita razliĉita varijantna
rešenja.
AB  - Stormwater infiltration fields are one of sustainable
measures used for the control of road runoff. Field’s
retention space ensures a reduction in peak runoff
values, while runoff quality is also improved as a result
of infiltration to the surrounding soil. To ensure the
efficiency and sustainable functioning of the infiltration
field, design procedure should carefully address the
following: 1) selection of the proper design storm and 2)
all aspects relevant for soil infiltration. Document
"Guidelines for the road design in the Republic of
Serbia" is available to engineers dealing with the road
drainage design in Serbia. However, it does not
recognize this type of engineering objects. Basic
guidelines and recommendations for the design can be
found in literature, but also without a detailed
description of the design procedure and infiltration
calculation. This paper presents a comprehensive
methodology for the calculation and operational
analysis of infiltration fields for road runoff. Presented
methodology encompasses all relevant hydrological and
hydraulic analyses in detail, which overcomes the
shortcomings present in currently available regulations
and design guidelines. The methodology was applied on
a real example of an infiltration field intended for runoff
control from the section of the railway Novi Sad -
Subotica. Methodology is implemented in a software
tool, allowing the user to efficiently perform analyses
for different input data and investigate alternative
designs.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
PB  - Akademija inženjerskih nauka Srbije
T2  - Vodoprivreda
T1  - Metoologija za proračun i analizu infiltracionih polja za prihvatanje oticaja sa saobraćajnica
EP  - 224
IS  - 319-320
SP  - 213
VL  - 54
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2935
ER  - 
@article{
author = "Vasilić, Željko and Stanić, Filip and Ranđelović, Anja",
year = "2022",
abstract = "Infiltraciona polja predstavljaju jednu od mera koja se
koristi za kontrolisano prihvatanje oticaja sa
saobraćajnica. Svojim retenzionim prostorom ovi
objekti obezbeĊuju smanjenje maksimalne vrednosti
oticaja, kao i poboljšanje njegovog kvaliteta filtracijom
kroz filtarski sloj u okolno zemljište. Da bi se
obezbedila efikasnost i održivo funkcionisanje
infiltracionog polja, prilikom projektovanja se pažljivo
moraju: 1) odabrati merodavne raĉunske kiše i 2)
razmotriti svi aspekti od znaĉaja za infiltraciju.
Inženjerima u Srbiji koji se bave projektovanjem
odvodnjavanja saobraćajnica na raspolaganju je
„Priruĉnik za projektovanje puteva u Republici Srbiji“,
kojim objekti ovog tipa nisu obuhvaćeni. U stranoj
literaturi se mogu naći osnovne smernice i preporuke za
dimenzionisanje, ali takoĊe bez detaljnijeg opisa
postupka dimenzionisanja i proraĉuna infiltracije. U
ovom radu je prikazana sveobuhvatna metodologija za
proraĉun i analizu infiltracionih polja namenjenih za
prihvatanje oticaja sa saobraćajnica. Osnovna prednost
predložene metodologije je objedinjavanje svih
relevantnih hidroloških i hidrauliĉkih analiza, ĉime se
nadomešćuju nedostaci prisutni u trenutno dostupnim
pravilnicima i smernicama za projektovanje.
Metodologija je primenjena na realnom primeru
infiltracionog polja namenjenog za prihvatanje oticaja
sa deonice trase železnice Novi Sad – Subotica.
Implementacija metodologije u razvijeni softverski alat
omogućava korisniku da na efikasan naĉin vrši analize
za razliĉite ulazne podatke i ispita razliĉita varijantna
rešenja., Stormwater infiltration fields are one of sustainable
measures used for the control of road runoff. Field’s
retention space ensures a reduction in peak runoff
values, while runoff quality is also improved as a result
of infiltration to the surrounding soil. To ensure the
efficiency and sustainable functioning of the infiltration
field, design procedure should carefully address the
following: 1) selection of the proper design storm and 2)
all aspects relevant for soil infiltration. Document
"Guidelines for the road design in the Republic of
Serbia" is available to engineers dealing with the road
drainage design in Serbia. However, it does not
recognize this type of engineering objects. Basic
guidelines and recommendations for the design can be
found in literature, but also without a detailed
description of the design procedure and infiltration
calculation. This paper presents a comprehensive
methodology for the calculation and operational
analysis of infiltration fields for road runoff. Presented
methodology encompasses all relevant hydrological and
hydraulic analyses in detail, which overcomes the
shortcomings present in currently available regulations
and design guidelines. The methodology was applied on
a real example of an infiltration field intended for runoff
control from the section of the railway Novi Sad -
Subotica. Methodology is implemented in a software
tool, allowing the user to efficiently perform analyses
for different input data and investigate alternative
designs.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje, Akademija inženjerskih nauka Srbije",
journal = "Vodoprivreda",
title = "Metoologija za proračun i analizu infiltracionih polja za prihvatanje oticaja sa saobraćajnica",
pages = "224-213",
number = "319-320",
volume = "54",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2935"
}
Vasilić, Ž., Stanić, F.,& Ranđelović, A.. (2022). Metoologija za proračun i analizu infiltracionih polja za prihvatanje oticaja sa saobraćajnica. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 54(319-320), 213-224.
https://hdl.handle.net/21.15107/rcub_grafar_2935
Vasilić Ž, Stanić F, Ranđelović A. Metoologija za proračun i analizu infiltracionih polja za prihvatanje oticaja sa saobraćajnica. in Vodoprivreda. 2022;54(319-320):213-224.
https://hdl.handle.net/21.15107/rcub_grafar_2935 .
Vasilić, Željko, Stanić, Filip, Ranđelović, Anja, "Metoologija za proračun i analizu infiltracionih polja za prihvatanje oticaja sa saobraćajnica" in Vodoprivreda, 54, no. 319-320 (2022):213-224,
https://hdl.handle.net/21.15107/rcub_grafar_2935 .

Veza između granulometrijske krive i hidrauličkih karakteristika nezasićenog zemljišta zasnovana na teoriji (multi)fraktala

Stanić, Filip; Delage, Pierre; Schertzer, Daniel

(Univerzitet u Beogradu – Građevinski fakultet, 2021)

TY  - CONF
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Schertzer, Daniel
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3371
AB  - APSTRAKT: Za simulaciju tečenja kroz nezasićenu poroznu sredinu neophodno je poznavanje osnovnih
hidrauličkih karakteristika tla poput krive vlažnosti i krive vodoprovodljivosti. Veza između vlažnosti /
vodoprovodljivosti i kapilarnog potencijala u nezasićenoj poroznoj sredini najčešće se opisuje analitičkim
funkcijama sa nekoliko empirijskih parametara čije se vrednosti određuju kalibracijom modela infiltracije. Kako
bi model davao pouzdane rezultate za različite tipove zemljišta, umesto empirijskih potrebno je koristiti funkcije
sa fizički zasnovanim parametrima, što je predmet istraživanja u ovom radu. Polazeći od pretpostavke da način
pakovanja zrna u zemljištu određuje zastupljenost različitih veličina pora što direktno utiče na vlažnost i
vodoprovodljivost tla, izvesno je da postoji veza između granulometrijske krive zemljišta i njegovih hidrauličlih
karakteristika u nezasićenim uslovima. Koristeći teoriju multifraktala, koja predstavlja statistički alat za
opisivanje heterogenosti, razvijen je analitički, fizički zasnovan model granulometrijske krive. U slučaju krive
raspodele veličina pora, pomenuti multifraktalni model se svodi na jednostavniji fraktalni koji se dalje koristi za
izvođenje novih fizički zasnovanih funkcija vlažnosti i vodoprovodljivosti. Razvijene (multi)fraktalne funkcije
granulometrijske krive i nezasićenih hidrauličkih karakteristika poređeni su sa eksperimentalnim podacima
različitih tipova zemljišta, pri čemu su dobijena veoma dobra slaganja. Time je potvrđena jasna fizička veza
između prethodno navedenih karakteristika tla, što se na dalje može koristiti za bolju procenu hidrauličkih svojstava zemljišta i pouzdaniju simulaciju tečenja kroz nezasićenu poroznu sredinu.
PB  - Univerzitet u Beogradu – Građevinski fakultet
C3  - 19. Savetovanje SDHI & SDH, Beograd
T1  - Veza između granulometrijske krive i hidrauličkih karakteristika nezasićenog zemljišta zasnovana na teoriji (multi)fraktala
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3371
ER  - 
@conference{
author = "Stanić, Filip and Delage, Pierre and Schertzer, Daniel",
year = "2021",
abstract = "APSTRAKT: Za simulaciju tečenja kroz nezasićenu poroznu sredinu neophodno je poznavanje osnovnih
hidrauličkih karakteristika tla poput krive vlažnosti i krive vodoprovodljivosti. Veza između vlažnosti /
vodoprovodljivosti i kapilarnog potencijala u nezasićenoj poroznoj sredini najčešće se opisuje analitičkim
funkcijama sa nekoliko empirijskih parametara čije se vrednosti određuju kalibracijom modela infiltracije. Kako
bi model davao pouzdane rezultate za različite tipove zemljišta, umesto empirijskih potrebno je koristiti funkcije
sa fizički zasnovanim parametrima, što je predmet istraživanja u ovom radu. Polazeći od pretpostavke da način
pakovanja zrna u zemljištu određuje zastupljenost različitih veličina pora što direktno utiče na vlažnost i
vodoprovodljivost tla, izvesno je da postoji veza između granulometrijske krive zemljišta i njegovih hidrauličlih
karakteristika u nezasićenim uslovima. Koristeći teoriju multifraktala, koja predstavlja statistički alat za
opisivanje heterogenosti, razvijen je analitički, fizički zasnovan model granulometrijske krive. U slučaju krive
raspodele veličina pora, pomenuti multifraktalni model se svodi na jednostavniji fraktalni koji se dalje koristi za
izvođenje novih fizički zasnovanih funkcija vlažnosti i vodoprovodljivosti. Razvijene (multi)fraktalne funkcije
granulometrijske krive i nezasićenih hidrauličkih karakteristika poređeni su sa eksperimentalnim podacima
različitih tipova zemljišta, pri čemu su dobijena veoma dobra slaganja. Time je potvrđena jasna fizička veza
između prethodno navedenih karakteristika tla, što se na dalje može koristiti za bolju procenu hidrauličkih svojstava zemljišta i pouzdaniju simulaciju tečenja kroz nezasićenu poroznu sredinu.",
publisher = "Univerzitet u Beogradu – Građevinski fakultet",
journal = "19. Savetovanje SDHI & SDH, Beograd",
title = "Veza između granulometrijske krive i hidrauličkih karakteristika nezasićenog zemljišta zasnovana na teoriji (multi)fraktala",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3371"
}
Stanić, F., Delage, P.,& Schertzer, D.. (2021). Veza između granulometrijske krive i hidrauličkih karakteristika nezasićenog zemljišta zasnovana na teoriji (multi)fraktala. in 19. Savetovanje SDHI & SDH, Beograd
Univerzitet u Beogradu – Građevinski fakultet..
https://hdl.handle.net/21.15107/rcub_grafar_3371
Stanić F, Delage P, Schertzer D. Veza između granulometrijske krive i hidrauličkih karakteristika nezasićenog zemljišta zasnovana na teoriji (multi)fraktala. in 19. Savetovanje SDHI & SDH, Beograd. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_3371 .
Stanić, Filip, Delage, Pierre, Schertzer, Daniel, "Veza između granulometrijske krive i hidrauličkih karakteristika nezasićenog zemljišta zasnovana na teoriji (multi)fraktala" in 19. Savetovanje SDHI & SDH, Beograd (2021),
https://hdl.handle.net/21.15107/rcub_grafar_3371 .

A new multifractal-based grain size distribution model

Stanić, Filip; Tchiguirinskaia, Ioulia; Versini, Pierre-Antoine; Cui, Yu-Jun; Delage, Pierre; Aimedieu, Patrick; Tarquis Alfonso, Ana Maria; Bornert, Michel; Schertzer, Daniel

(Elsevier, 2021)

TY  - JOUR
AU  - Stanić, Filip
AU  - Tchiguirinskaia, Ioulia
AU  - Versini, Pierre-Antoine
AU  - Cui, Yu-Jun
AU  - Delage, Pierre
AU  - Aimedieu, Patrick
AU  - Tarquis Alfonso, Ana Maria
AU  - Bornert, Michel
AU  - Schertzer, Daniel
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3366
AB  - Previous works related to the application of the multifractal theory for analyzing the grain size distribution (GSD), showed the potential of this approach to deal with this complex issue. However, absence of the practical application of this kind of statistical analysis raised some doubts among the soil scientists. Compared to the experimental dry sieving method, which is based on mass representations of different grain sizes, the approach presented in this work relies on the analysis of grain densities (density indicators) scanned by means of X-ray CT (Computed Tomography). By reducing the resolution of the scanned soil image(s), the cumulative representation of solid particles equal to or larger than the actual discretization element can be determined, and described analytically by means of the universal multifractals (UM). For validation of the new UM approach, the X-ray CT results of three different soils were used: the volcanic substrate covering Green Wave (a green roof of Champs-sur-Marne in France), and two horizons of the soil collected from the low land mountain area of Sierra de Guadarrama in Spain. Comparison between the proposed UM model and the experimental data of these three materials confirms that the GSD can be reasonably well predicted from the scanned images of soils covering wide range of grain sizes. The UM model, unlike the fractal-based models, accounts for fractal dimension that depends on grain size, and hence, based on the preliminary results presented in this work, it could be rather useful in case of multi-modal soils whose GSD curves are described with multiple fractal dimensions.
PB  - Elsevier
T2  - Geoderma
T1  - A new multifractal-based grain size distribution model
IS  - 3-4
VL  - 404
DO  - 10.1016/j.geoderma.2021.115294
ER  - 
@article{
author = "Stanić, Filip and Tchiguirinskaia, Ioulia and Versini, Pierre-Antoine and Cui, Yu-Jun and Delage, Pierre and Aimedieu, Patrick and Tarquis Alfonso, Ana Maria and Bornert, Michel and Schertzer, Daniel",
year = "2021",
abstract = "Previous works related to the application of the multifractal theory for analyzing the grain size distribution (GSD), showed the potential of this approach to deal with this complex issue. However, absence of the practical application of this kind of statistical analysis raised some doubts among the soil scientists. Compared to the experimental dry sieving method, which is based on mass representations of different grain sizes, the approach presented in this work relies on the analysis of grain densities (density indicators) scanned by means of X-ray CT (Computed Tomography). By reducing the resolution of the scanned soil image(s), the cumulative representation of solid particles equal to or larger than the actual discretization element can be determined, and described analytically by means of the universal multifractals (UM). For validation of the new UM approach, the X-ray CT results of three different soils were used: the volcanic substrate covering Green Wave (a green roof of Champs-sur-Marne in France), and two horizons of the soil collected from the low land mountain area of Sierra de Guadarrama in Spain. Comparison between the proposed UM model and the experimental data of these three materials confirms that the GSD can be reasonably well predicted from the scanned images of soils covering wide range of grain sizes. The UM model, unlike the fractal-based models, accounts for fractal dimension that depends on grain size, and hence, based on the preliminary results presented in this work, it could be rather useful in case of multi-modal soils whose GSD curves are described with multiple fractal dimensions.",
publisher = "Elsevier",
journal = "Geoderma",
title = "A new multifractal-based grain size distribution model",
number = "3-4",
volume = "404",
doi = "10.1016/j.geoderma.2021.115294"
}
Stanić, F., Tchiguirinskaia, I., Versini, P., Cui, Y., Delage, P., Aimedieu, P., Tarquis Alfonso, A. M., Bornert, M.,& Schertzer, D.. (2021). A new multifractal-based grain size distribution model. in Geoderma
Elsevier., 404(3-4).
https://doi.org/10.1016/j.geoderma.2021.115294
Stanić F, Tchiguirinskaia I, Versini P, Cui Y, Delage P, Aimedieu P, Tarquis Alfonso AM, Bornert M, Schertzer D. A new multifractal-based grain size distribution model. in Geoderma. 2021;404(3-4).
doi:10.1016/j.geoderma.2021.115294 .
Stanić, Filip, Tchiguirinskaia, Ioulia, Versini, Pierre-Antoine, Cui, Yu-Jun, Delage, Pierre, Aimedieu, Patrick, Tarquis Alfonso, Ana Maria, Bornert, Michel, Schertzer, Daniel, "A new multifractal-based grain size distribution model" in Geoderma, 404, no. 3-4 (2021),
https://doi.org/10.1016/j.geoderma.2021.115294 . .
9

Fizički zasnovano modeliranje infiltracije kod prirodom inspirisanih rešenja

Govedarica, Ognjen; Stanić, Filip; Ranđelović, Anja

(Univerzitet u Beogradu – Građevinski fakultet, 2021)

TY  - CONF
AU  - Govedarica, Ognjen
AU  - Stanić, Filip
AU  - Ranđelović, Anja
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2481
AB  - Prirodom inspirisana rešenja za cilj imaju unapređivanje kvaliteta života u urbanim sredinama pospešivanjem biodiverziteta. Mnoga od ovih rešenja, kao što su zeleni krovovi i biofiltri, su takođe zanimljiva u pogledu smanjivanja i prečišćavanja kišnog oticaja u gradovima. S obzirom da se zasnivaju na procesu infiltracije, za procenu uticaja ovakvih rešenja na urbane (pod)slivove neophodno je koristiti fizički zasnovane i efikasne modele padavine-oticaj. U literaturi se može naći veliki broj modela različitih nivoa kompleksnosti i efikasnosti, pri čemu je neophodno naći kompromisno rešenje. U ovom radu su analizirana dva numerička modela zasnovana na rešavanju Richards-ove jednačine koji spadaju u grupu fiziči zasnovanih. Jedan od modela je standardna implicitna numerička shema, dok drugi koristi Ross (2003)-ovo eksplicitno numeričko rešenje. Modeli su testirana na eksperimentalnim podacima prikupljenim sa zelenog krova “Green Wave” i biofiltra na Univerzitetu Monash, a rezultati oba modela su poređeni međusobno u pogledu tačnosti i efikasnosti, a zatim i sa merenim vrednostima dreniranog oticaja. U slučaju zelenog krova gornji granični uslov je mereni intenzitet kiše a donji je slobodno dreniranje, dok se u slučaju biofiltra na gornjoj granici zadaje mereni ulazni fluks a na donjoj nulta vrednost kapilarnog potencijala. Zadati granični uslovi uzrokuju tečenje kroz nezasićeni supstrat zelenog krova, dok kod biofiltra dolazi i do potpunog zasićenja filterskog sloja. Implicitno i eksplicitno numeričko rešenje daju gotovo identične rezultate sa zanemarljivom greškom u bilansu, dok je eksplicitno rešenje skoro 3 puta efikasnije. Takođe, slaganje modeliranih i izmerenih vrednosti oticaja je zadovoljavajuće, pri čemu Nash-Sutcliffe koeficijent iznosi 0.91 u slučaju zelenog krova, odnosno 0.93 u slučaju biofiltra.
PB  - Univerzitet u Beogradu – Građevinski fakultet
C3  - Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
T1  - Fizički zasnovano modeliranje infiltracije kod prirodom inspirisanih rešenja
EP  - 410
SP  - 395
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2481
ER  - 
@conference{
author = "Govedarica, Ognjen and Stanić, Filip and Ranđelović, Anja",
year = "2021",
abstract = "Prirodom inspirisana rešenja za cilj imaju unapređivanje kvaliteta života u urbanim sredinama pospešivanjem biodiverziteta. Mnoga od ovih rešenja, kao što su zeleni krovovi i biofiltri, su takođe zanimljiva u pogledu smanjivanja i prečišćavanja kišnog oticaja u gradovima. S obzirom da se zasnivaju na procesu infiltracije, za procenu uticaja ovakvih rešenja na urbane (pod)slivove neophodno je koristiti fizički zasnovane i efikasne modele padavine-oticaj. U literaturi se može naći veliki broj modela različitih nivoa kompleksnosti i efikasnosti, pri čemu je neophodno naći kompromisno rešenje. U ovom radu su analizirana dva numerička modela zasnovana na rešavanju Richards-ove jednačine koji spadaju u grupu fiziči zasnovanih. Jedan od modela je standardna implicitna numerička shema, dok drugi koristi Ross (2003)-ovo eksplicitno numeričko rešenje. Modeli su testirana na eksperimentalnim podacima prikupljenim sa zelenog krova “Green Wave” i biofiltra na Univerzitetu Monash, a rezultati oba modela su poređeni međusobno u pogledu tačnosti i efikasnosti, a zatim i sa merenim vrednostima dreniranog oticaja. U slučaju zelenog krova gornji granični uslov je mereni intenzitet kiše a donji je slobodno dreniranje, dok se u slučaju biofiltra na gornjoj granici zadaje mereni ulazni fluks a na donjoj nulta vrednost kapilarnog potencijala. Zadati granični uslovi uzrokuju tečenje kroz nezasićeni supstrat zelenog krova, dok kod biofiltra dolazi i do potpunog zasićenja filterskog sloja. Implicitno i eksplicitno numeričko rešenje daju gotovo identične rezultate sa zanemarljivom greškom u bilansu, dok je eksplicitno rešenje skoro 3 puta efikasnije. Takođe, slaganje modeliranih i izmerenih vrednosti oticaja je zadovoljavajuće, pri čemu Nash-Sutcliffe koeficijent iznosi 0.91 u slučaju zelenog krova, odnosno 0.93 u slučaju biofiltra.",
publisher = "Univerzitet u Beogradu – Građevinski fakultet",
journal = "Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju",
title = "Fizički zasnovano modeliranje infiltracije kod prirodom inspirisanih rešenja",
pages = "410-395",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2481"
}
Govedarica, O., Stanić, F.,& Ranđelović, A.. (2021). Fizički zasnovano modeliranje infiltracije kod prirodom inspirisanih rešenja. in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
Univerzitet u Beogradu – Građevinski fakultet., 395-410.
https://hdl.handle.net/21.15107/rcub_grafar_2481
Govedarica O, Stanić F, Ranđelović A. Fizički zasnovano modeliranje infiltracije kod prirodom inspirisanih rešenja. in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju. 2021;:395-410.
https://hdl.handle.net/21.15107/rcub_grafar_2481 .
Govedarica, Ognjen, Stanić, Filip, Ranđelović, Anja, "Fizički zasnovano modeliranje infiltracije kod prirodom inspirisanih rešenja" in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju (2021):395-410,
https://hdl.handle.net/21.15107/rcub_grafar_2481 .

A new approach of accounting for impedance effects in Gardner’s method of determining the hydraulic conductivity of unsaturated soils

Stanić, Filip; Delage, Pierre; Cui, Yu-Jun; De Laure, Emmanuel; Versini, Pierre-Antoine; Schertzer, Daniel; Tchiguirinskaia, Ioulia

(E3S Web of Conferences, 2020)

TY  - CONF
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Cui, Yu-Jun
AU  - De Laure, Emmanuel
AU  - Versini, Pierre-Antoine
AU  - Schertzer, Daniel
AU  - Tchiguirinskaia, Ioulia
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3364
AB  - Based on tests carried out on a specific device allowing to determine the water retention and transport properties of granular media at low suctions, an alternative approach to Kunze and Kirkham’s method of accounting for the impedance effects due to the high air entry value ceramic disk when using Gardner’s method is proposed. Impedance effects are accounted for by proposing analytical solutions to the equations governing water transfers occurring within the specimen and the ceramic disk. By using some experimental data obtained on a volcanic granular substrate used for urban green roofs, the method is successfully compared to Kunze and Kirkham’s graphical method. Its advantages are to be simpler of use and not operator dependent. A detailed examination of the performance of our method compared to those of Gardner and Kunze and Kirkham is carried out based on experimental data, that confirm its validity.
PB  - E3S Web of Conferences
C3  - 4th European Conference on Unsaturated Soils (E-UNSAT 2020)
T1  - A new approach of accounting for impedance effects in Gardner’s method of determining the hydraulic conductivity of unsaturated soils
VL  - 195
DO  - 10.1051/e3sconf/202019503012
ER  - 
@conference{
author = "Stanić, Filip and Delage, Pierre and Cui, Yu-Jun and De Laure, Emmanuel and Versini, Pierre-Antoine and Schertzer, Daniel and Tchiguirinskaia, Ioulia",
year = "2020",
abstract = "Based on tests carried out on a specific device allowing to determine the water retention and transport properties of granular media at low suctions, an alternative approach to Kunze and Kirkham’s method of accounting for the impedance effects due to the high air entry value ceramic disk when using Gardner’s method is proposed. Impedance effects are accounted for by proposing analytical solutions to the equations governing water transfers occurring within the specimen and the ceramic disk. By using some experimental data obtained on a volcanic granular substrate used for urban green roofs, the method is successfully compared to Kunze and Kirkham’s graphical method. Its advantages are to be simpler of use and not operator dependent. A detailed examination of the performance of our method compared to those of Gardner and Kunze and Kirkham is carried out based on experimental data, that confirm its validity.",
publisher = "E3S Web of Conferences",
journal = "4th European Conference on Unsaturated Soils (E-UNSAT 2020)",
title = "A new approach of accounting for impedance effects in Gardner’s method of determining the hydraulic conductivity of unsaturated soils",
volume = "195",
doi = "10.1051/e3sconf/202019503012"
}
Stanić, F., Delage, P., Cui, Y., De Laure, E., Versini, P., Schertzer, D.,& Tchiguirinskaia, I.. (2020). A new approach of accounting for impedance effects in Gardner’s method of determining the hydraulic conductivity of unsaturated soils. in 4th European Conference on Unsaturated Soils (E-UNSAT 2020)
E3S Web of Conferences., 195.
https://doi.org/10.1051/e3sconf/202019503012
Stanić F, Delage P, Cui Y, De Laure E, Versini P, Schertzer D, Tchiguirinskaia I. A new approach of accounting for impedance effects in Gardner’s method of determining the hydraulic conductivity of unsaturated soils. in 4th European Conference on Unsaturated Soils (E-UNSAT 2020). 2020;195.
doi:10.1051/e3sconf/202019503012 .
Stanić, Filip, Delage, Pierre, Cui, Yu-Jun, De Laure, Emmanuel, Versini, Pierre-Antoine, Schertzer, Daniel, Tchiguirinskaia, Ioulia, "A new approach of accounting for impedance effects in Gardner’s method of determining the hydraulic conductivity of unsaturated soils" in 4th European Conference on Unsaturated Soils (E-UNSAT 2020), 195 (2020),
https://doi.org/10.1051/e3sconf/202019503012 . .

Measurements of the water balance components of a large green roof in the greater Paris area

Versini, Pierre-Antoine; Stanić, Filip; Gires, August; Schertzer, Daniel; Tchiguirinskaia, Ioulia

(Copernicus Publications, 2020)

TY  - JOUR
AU  - Versini, Pierre-Antoine
AU  - Stanić, Filip
AU  - Gires, August
AU  - Schertzer, Daniel
AU  - Tchiguirinskaia, Ioulia
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3367
AB  - The Blue Green Wave of Champs-sur-Marne (France) represents the largest green roof (1 ha) of the greater Paris area. The Hydrology, Meteorology and Complexity lab of École des Ponts ParisTech has chosen to convert this architectural building into a full-scale monitoring site devoted to studying the performance of green infrastructures in storm-water management. For this purpose, the relevant components of the water balance during a rainfall event have been monitored: rainfall, water content in the substrate, and the discharge flowing out of the infrastructure. Data provided by adapted measurement sensors were collected during 78 d between February and May 2018. The related raw data and a Python program transforming them into hydrological quantities and providing some preliminary elements of analysis have been made available. These measurements are useful to better understand the hydrological processes (infiltration and retention) conducting green roof performance and their spatial variability due to substrate heterogeneity. The data set is available here: https://doi.org/10.5281/zenodo.3687775 (Versini et al., 2019b).
PB  - Copernicus Publications
T2  - Earth System Science Data
T1  - Measurements of the water balance components of a large green roof in the greater Paris area
EP  - 1035
IS  - 2
SP  - 1025
VL  - 12
DO  - 10.5194/essd-12-1025-2020
ER  - 
@article{
author = "Versini, Pierre-Antoine and Stanić, Filip and Gires, August and Schertzer, Daniel and Tchiguirinskaia, Ioulia",
year = "2020",
abstract = "The Blue Green Wave of Champs-sur-Marne (France) represents the largest green roof (1 ha) of the greater Paris area. The Hydrology, Meteorology and Complexity lab of École des Ponts ParisTech has chosen to convert this architectural building into a full-scale monitoring site devoted to studying the performance of green infrastructures in storm-water management. For this purpose, the relevant components of the water balance during a rainfall event have been monitored: rainfall, water content in the substrate, and the discharge flowing out of the infrastructure. Data provided by adapted measurement sensors were collected during 78 d between February and May 2018. The related raw data and a Python program transforming them into hydrological quantities and providing some preliminary elements of analysis have been made available. These measurements are useful to better understand the hydrological processes (infiltration and retention) conducting green roof performance and their spatial variability due to substrate heterogeneity. The data set is available here: https://doi.org/10.5281/zenodo.3687775 (Versini et al., 2019b).",
publisher = "Copernicus Publications",
journal = "Earth System Science Data",
title = "Measurements of the water balance components of a large green roof in the greater Paris area",
pages = "1035-1025",
number = "2",
volume = "12",
doi = "10.5194/essd-12-1025-2020"
}
Versini, P., Stanić, F., Gires, A., Schertzer, D.,& Tchiguirinskaia, I.. (2020). Measurements of the water balance components of a large green roof in the greater Paris area. in Earth System Science Data
Copernicus Publications., 12(2), 1025-1035.
https://doi.org/10.5194/essd-12-1025-2020
Versini P, Stanić F, Gires A, Schertzer D, Tchiguirinskaia I. Measurements of the water balance components of a large green roof in the greater Paris area. in Earth System Science Data. 2020;12(2):1025-1035.
doi:10.5194/essd-12-1025-2020 .
Versini, Pierre-Antoine, Stanić, Filip, Gires, August, Schertzer, Daniel, Tchiguirinskaia, Ioulia, "Measurements of the water balance components of a large green roof in the greater Paris area" in Earth System Science Data, 12, no. 2 (2020):1025-1035,
https://doi.org/10.5194/essd-12-1025-2020 . .
2
9

Water retention and transfer properties of a Green roof volcanic substrate

Stanić, Filip; Delage, Pierre; Cui, Yu-Jun; De Laure, Emmanuel

(E3S Web of Conferences, 2020)

TY  - CONF
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Cui, Yu-Jun
AU  - De Laure, Emmanuel
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3363
AB  - The water retention curve and the hydraulic conductivity function of a volcanic coarse granular material used as a substrate in an urban green roof in the Paris area was carried out on a newly developed device, in which low suctions were controlled. In the same cell, a hanging column system was used for controlling smaller suctions (up to 32 kPa ) and the axis translation technique for larger suctions (up to 50 kPa ). Water exchanges were monitored in connected tubes by using a high accuracy differential pressure transducer. The step changes in suction were also used to determine the hydraulic conductivity function by means of Gardner’s method, accounting for the impedance effects due to the high air entry value ceramic porous disk with Kunze and Kirkham’s method. van Genuchten and Brooks and Corey models were used for the water retention curve, but the hydraulic conductivity functions derived from these expressions appeared to lead to a significant under-estimation, confirming the need of operational and simple device for the experimental determination of the hydraulic conductivity function.
PB  - E3S Web of Conferences
T1  - Water retention and transfer properties of a Green roof volcanic substrate
VL  - 195
DO  - 10.1051/e3sconf/202019503011
ER  - 
@conference{
author = "Stanić, Filip and Delage, Pierre and Cui, Yu-Jun and De Laure, Emmanuel",
year = "2020",
abstract = "The water retention curve and the hydraulic conductivity function of a volcanic coarse granular material used as a substrate in an urban green roof in the Paris area was carried out on a newly developed device, in which low suctions were controlled. In the same cell, a hanging column system was used for controlling smaller suctions (up to 32 kPa ) and the axis translation technique for larger suctions (up to 50 kPa ). Water exchanges were monitored in connected tubes by using a high accuracy differential pressure transducer. The step changes in suction were also used to determine the hydraulic conductivity function by means of Gardner’s method, accounting for the impedance effects due to the high air entry value ceramic porous disk with Kunze and Kirkham’s method. van Genuchten and Brooks and Corey models were used for the water retention curve, but the hydraulic conductivity functions derived from these expressions appeared to lead to a significant under-estimation, confirming the need of operational and simple device for the experimental determination of the hydraulic conductivity function.",
publisher = "E3S Web of Conferences",
title = "Water retention and transfer properties of a Green roof volcanic substrate",
volume = "195",
doi = "10.1051/e3sconf/202019503011"
}
Stanić, F., Delage, P., Cui, Y.,& De Laure, E.. (2020). Water retention and transfer properties of a Green roof volcanic substrate. 
E3S Web of Conferences., 195.
https://doi.org/10.1051/e3sconf/202019503011
Stanić F, Delage P, Cui Y, De Laure E. Water retention and transfer properties of a Green roof volcanic substrate. 2020;195.
doi:10.1051/e3sconf/202019503011 .
Stanić, Filip, Delage, Pierre, Cui, Yu-Jun, De Laure, Emmanuel, "Water retention and transfer properties of a Green roof volcanic substrate", 195 (2020),
https://doi.org/10.1051/e3sconf/202019503011 . .

Inovativna metodologija za eksperimentalno određivanje vodoprovodljivosti nezasićenog zemljišta

Stanić, Filip; Delage, Pierre; Cui, Yu-Jun

(Srpsko društvo za odvodnjavanje i navodnjavanje, 2020)

TY  - JOUR
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Cui, Yu-Jun
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3370
AB  - Merenje vodoprovodljivosti zemljišta u nezasićenim uslovima je znatno komplikovanije i tehnički zahtevnije od merenja krive vlažnosti. Zbog toga za određivanje krive vodoprovodljivosti često primenjuju inverzne metode koje koriste rezultate merenja nastale tokom testa određivanja krive vlažnosti. Na taj način se obe krive hidrauličkih karakteristika određuju jednim testom, čime se štedi na vremenu i opremi. U literaturi se mogu pronaći različiti tipovi inverznih metoda, među kojima su danas najzastupljenije numeričke, dok su fundamentalne analitičke metode, nastale sredinom prošlog veka, skoro potpuno skrajnute. Cilj ovog rada je predstavljanje unapređenih analitičkih metoda, zasnovanih na čuvenoj Gardner-ovoj metodi, koje su jednostavne za primenu a uz to pružaju pouzdanije rezultate od postojećih inverznih metoda. Validnost ovih metoda pokazana je na različitim tipovima zemljišta, pri čemu su dobijeni rezultati upoređeni sa postojećim analitičkim metodama. Time je pokazano da je predstavljena metodologija pouzdanija i jednostavnija za primenu ne samo od postojećih analitičkih, već i od numeričlih inverznih metoda koje umesto eksperimentalne krive vodoprovodljivosti kao rezultat daju optimizovanu paranetarsku funkciju.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
T2  - Vodoprivreda
T1  - Inovativna metodologija za eksperimentalno određivanje vodoprovodljivosti nezasićenog zemljišta
EP  - 234
IS  - 306-308
SP  - 223
VL  - 52
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3370
ER  - 
@article{
author = "Stanić, Filip and Delage, Pierre and Cui, Yu-Jun",
year = "2020",
abstract = "Merenje vodoprovodljivosti zemljišta u nezasićenim uslovima je znatno komplikovanije i tehnički zahtevnije od merenja krive vlažnosti. Zbog toga za određivanje krive vodoprovodljivosti često primenjuju inverzne metode koje koriste rezultate merenja nastale tokom testa određivanja krive vlažnosti. Na taj način se obe krive hidrauličkih karakteristika određuju jednim testom, čime se štedi na vremenu i opremi. U literaturi se mogu pronaći različiti tipovi inverznih metoda, među kojima su danas najzastupljenije numeričke, dok su fundamentalne analitičke metode, nastale sredinom prošlog veka, skoro potpuno skrajnute. Cilj ovog rada je predstavljanje unapređenih analitičkih metoda, zasnovanih na čuvenoj Gardner-ovoj metodi, koje su jednostavne za primenu a uz to pružaju pouzdanije rezultate od postojećih inverznih metoda. Validnost ovih metoda pokazana je na različitim tipovima zemljišta, pri čemu su dobijeni rezultati upoređeni sa postojećim analitičkim metodama. Time je pokazano da je predstavljena metodologija pouzdanija i jednostavnija za primenu ne samo od postojećih analitičkih, već i od numeričlih inverznih metoda koje umesto eksperimentalne krive vodoprovodljivosti kao rezultat daju optimizovanu paranetarsku funkciju.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje",
journal = "Vodoprivreda",
title = "Inovativna metodologija za eksperimentalno određivanje vodoprovodljivosti nezasićenog zemljišta",
pages = "234-223",
number = "306-308",
volume = "52",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3370"
}
Stanić, F., Delage, P.,& Cui, Y.. (2020). Inovativna metodologija za eksperimentalno određivanje vodoprovodljivosti nezasićenog zemljišta. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 52(306-308), 223-234.
https://hdl.handle.net/21.15107/rcub_grafar_3370
Stanić F, Delage P, Cui Y. Inovativna metodologija za eksperimentalno određivanje vodoprovodljivosti nezasićenog zemljišta. in Vodoprivreda. 2020;52(306-308):223-234.
https://hdl.handle.net/21.15107/rcub_grafar_3370 .
Stanić, Filip, Delage, Pierre, Cui, Yu-Jun, "Inovativna metodologija za eksperimentalno određivanje vodoprovodljivosti nezasićenog zemljišta" in Vodoprivreda, 52, no. 306-308 (2020):223-234,
https://hdl.handle.net/21.15107/rcub_grafar_3370 .

A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils

Stanić, Filip; Delage, Pierre; Tchiguirinskaia, Ioulia; Versini, Pierre-Antoine; Cui, Yu-Jun; Schertzer, Daniel

(Wiley, 2020)

TY  - JOUR
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Tchiguirinskaia, Ioulia
AU  - Versini, Pierre-Antoine
AU  - Cui, Yu-Jun
AU  - Schertzer, Daniel
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3365
AB  - To describe the water retention and transfer properties of an unsaturated soil over the whole range of matric suction, it is necessary to account for both capillary and adsorption phenomena. Existing models combine well-known empirical functions for capillary water at lower suctions and more physically based ones for adsorptive water at higher suctions. To determine their full set of parameters, they however require different optimization procedures, among which those coming from capillary models are empirical. In this context, the main objective of this work is to develop a simple and robust physically based model of the water retention and transfer properties of unsaturated soils valid from saturation to oven dryness. To do so, new capillary-based water retention and hydraulic conductivity functions founded on the fractal approach have been derived from the pore size distribution, by means of the Young-Laplace law and Mualem's model. To describe adsorption phenomena, these functions are combined with those used in the Peters-Iden-Durner (PID) model, providing a model along the full range of suctions, with less parameters than the existing models. Our work also shows that some parameters are directly determined from the experimental grain size distribution data (the fractal dimension), or from the water retention data (air entry suction and residual water content), leaving only two parameters to be optimized. The model was successfully validated with respect to published experimental data from 10 different coarse, sandy, and clayey soils.
PB  - Wiley
T2  - Water Resources Research
T1  - A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils
IS  - 12
VL  - 56
DO  - 10.1029/2020WR027808
ER  - 
@article{
author = "Stanić, Filip and Delage, Pierre and Tchiguirinskaia, Ioulia and Versini, Pierre-Antoine and Cui, Yu-Jun and Schertzer, Daniel",
year = "2020",
abstract = "To describe the water retention and transfer properties of an unsaturated soil over the whole range of matric suction, it is necessary to account for both capillary and adsorption phenomena. Existing models combine well-known empirical functions for capillary water at lower suctions and more physically based ones for adsorptive water at higher suctions. To determine their full set of parameters, they however require different optimization procedures, among which those coming from capillary models are empirical. In this context, the main objective of this work is to develop a simple and robust physically based model of the water retention and transfer properties of unsaturated soils valid from saturation to oven dryness. To do so, new capillary-based water retention and hydraulic conductivity functions founded on the fractal approach have been derived from the pore size distribution, by means of the Young-Laplace law and Mualem's model. To describe adsorption phenomena, these functions are combined with those used in the Peters-Iden-Durner (PID) model, providing a model along the full range of suctions, with less parameters than the existing models. Our work also shows that some parameters are directly determined from the experimental grain size distribution data (the fractal dimension), or from the water retention data (air entry suction and residual water content), leaving only two parameters to be optimized. The model was successfully validated with respect to published experimental data from 10 different coarse, sandy, and clayey soils.",
publisher = "Wiley",
journal = "Water Resources Research",
title = "A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils",
number = "12",
volume = "56",
doi = "10.1029/2020WR027808"
}
Stanić, F., Delage, P., Tchiguirinskaia, I., Versini, P., Cui, Y.,& Schertzer, D.. (2020). A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils. in Water Resources Research
Wiley., 56(12).
https://doi.org/10.1029/2020WR027808
Stanić F, Delage P, Tchiguirinskaia I, Versini P, Cui Y, Schertzer D. A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils. in Water Resources Research. 2020;56(12).
doi:10.1029/2020WR027808 .
Stanić, Filip, Delage, Pierre, Tchiguirinskaia, Ioulia, Versini, Pierre-Antoine, Cui, Yu-Jun, Schertzer, Daniel, "A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils" in Water Resources Research, 56, no. 12 (2020),
https://doi.org/10.1029/2020WR027808 . .
7

Two Improvements to Gardner's Method of Measuring the Hydraulic Conductivity of Non‐saturated Media: Accounting for Impedance Effects and Non‐constant Imposed Suction Increment

Stanić, Filip; Delage, Pierre; Cui, Yu-Jun; De Laure, Emmanuel; Versini, Pierre-Antoine; Schertzer, Daniel; Tchiguirinskaia, Ioulia

(Wiley Open Access, 2019)

TY  - JOUR
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Cui, Yu-Jun
AU  - De Laure, Emmanuel
AU  - Versini, Pierre-Antoine
AU  - Schertzer, Daniel
AU  - Tchiguirinskaia, Ioulia
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3369
AB  - Gardner's (1956, https://doi.org/10.2136/sssaj1956.03615995002000030006x) transient method of measuring the hydraulic conductivity function of unsaturated media has been largely used, together with the improved graphical method proposed by Kunze and Kirkham (1962, https://doi.org/10.2136/sssaj1962.03615995002600050006x) to account for the impedance effect resulting from using a low hydraulic conductivity ceramic disk in porous plate testing. These methods are nowadays seldom used, since they have been replaced by numerical back analysis and methods for parameter optimization. Based on tests carried out on a specific device allowing to determine the water retention and transport properties of water in a coarse granular media at low suctions (up to 50 kPa), it was found necessary to account (i) for impedance effects and (ii) for the effects of nonconstant suction increments, as is often the case when using the hanging column technique. A new method is proposed to account for impedance effects, based on an analytical solution of the equations governing water transfer. The validity of this method is tested by considering experimental data from three distinct materials: a coarse green roof volcanic substrate, poorly graded sand, and undisturbed silty clay. Compared to the graphical method Kunze and Kirkham's method, it is less operator-dependent and hence more objective. It is also simpler than numerical back analysis methods, since it does not require any use of numerical code or parameter optimization algorithm, providing a more direct and reliable access to the hydraulic conductivity. An analytical solution is also proposed to solve the problem resulting from the application of a nonconstant suction increment.
PB  - Wiley Open Access
PB  - American Geophysical Union
T2  - Water Resources Research
T1  - Two Improvements to Gardner's Method of Measuring the Hydraulic Conductivity of Non‐saturated Media: Accounting for Impedance Effects and Non‐constant Imposed Suction Increment
IS  - 1
VL  - 56
DO  - 10.1029/2019WR026098
ER  - 
@article{
author = "Stanić, Filip and Delage, Pierre and Cui, Yu-Jun and De Laure, Emmanuel and Versini, Pierre-Antoine and Schertzer, Daniel and Tchiguirinskaia, Ioulia",
year = "2019",
abstract = "Gardner's (1956, https://doi.org/10.2136/sssaj1956.03615995002000030006x) transient method of measuring the hydraulic conductivity function of unsaturated media has been largely used, together with the improved graphical method proposed by Kunze and Kirkham (1962, https://doi.org/10.2136/sssaj1962.03615995002600050006x) to account for the impedance effect resulting from using a low hydraulic conductivity ceramic disk in porous plate testing. These methods are nowadays seldom used, since they have been replaced by numerical back analysis and methods for parameter optimization. Based on tests carried out on a specific device allowing to determine the water retention and transport properties of water in a coarse granular media at low suctions (up to 50 kPa), it was found necessary to account (i) for impedance effects and (ii) for the effects of nonconstant suction increments, as is often the case when using the hanging column technique. A new method is proposed to account for impedance effects, based on an analytical solution of the equations governing water transfer. The validity of this method is tested by considering experimental data from three distinct materials: a coarse green roof volcanic substrate, poorly graded sand, and undisturbed silty clay. Compared to the graphical method Kunze and Kirkham's method, it is less operator-dependent and hence more objective. It is also simpler than numerical back analysis methods, since it does not require any use of numerical code or parameter optimization algorithm, providing a more direct and reliable access to the hydraulic conductivity. An analytical solution is also proposed to solve the problem resulting from the application of a nonconstant suction increment.",
publisher = "Wiley Open Access, American Geophysical Union",
journal = "Water Resources Research",
title = "Two Improvements to Gardner's Method of Measuring the Hydraulic Conductivity of Non‐saturated Media: Accounting for Impedance Effects and Non‐constant Imposed Suction Increment",
number = "1",
volume = "56",
doi = "10.1029/2019WR026098"
}
Stanić, F., Delage, P., Cui, Y., De Laure, E., Versini, P., Schertzer, D.,& Tchiguirinskaia, I.. (2019). Two Improvements to Gardner's Method of Measuring the Hydraulic Conductivity of Non‐saturated Media: Accounting for Impedance Effects and Non‐constant Imposed Suction Increment. in Water Resources Research
Wiley Open Access., 56(1).
https://doi.org/10.1029/2019WR026098
Stanić F, Delage P, Cui Y, De Laure E, Versini P, Schertzer D, Tchiguirinskaia I. Two Improvements to Gardner's Method of Measuring the Hydraulic Conductivity of Non‐saturated Media: Accounting for Impedance Effects and Non‐constant Imposed Suction Increment. in Water Resources Research. 2019;56(1).
doi:10.1029/2019WR026098 .
Stanić, Filip, Delage, Pierre, Cui, Yu-Jun, De Laure, Emmanuel, Versini, Pierre-Antoine, Schertzer, Daniel, Tchiguirinskaia, Ioulia, "Two Improvements to Gardner's Method of Measuring the Hydraulic Conductivity of Non‐saturated Media: Accounting for Impedance Effects and Non‐constant Imposed Suction Increment" in Water Resources Research, 56, no. 1 (2019),
https://doi.org/10.1029/2019WR026098 . .
3

A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate

Stanić, Filip; Cui, Yu-Jun; Delage, Pierre; De Laure, Emmanuel; Versini, Pierre-Antoine; Schertzer, Daniel; Tchiguirinskaia, Ioulia

(ASTM Compass, 2019)

TY  - JOUR
AU  - Stanić, Filip
AU  - Cui, Yu-Jun
AU  - Delage, Pierre
AU  - De Laure, Emmanuel
AU  - Versini, Pierre-Antoine
AU  - Schertzer, Daniel
AU  - Tchiguirinskaia, Ioulia
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3368
AB  - The determination of the water retention curve (WRC) and hydraulic conductivity function (HCF) of a specific volcanic coarse granular material used as a substrate for urban green roofs in Europe was carried out on a newly developed specific device in which low suctions, typical of coarse granular materials, were controlled. Smaller suctions (up to 32 kPa) were imposed by using a hanging column system, and larger suctions (between 32 and 50 kPa) were imposed by using the axis translation technique in the same cell. The changes in suction during the tests were monitored by using a high accuracy differential pressure transducer. They were also used to determine the HCF by means of both Kunze and Kirkham’s and Gardner’s methods. The former technique was used at low suctions (<4 kPa) to account for the impedance effects due to the high air entry value ceramic porous disk and the latter was used between 4 and 50 kPa. Good comparability was observed in the data from both methods, demonstrating the good perfor- mance of the device. The mathematical expressions of the WRC of van Genuchten and Brooks and Corey were used, and a good fitting with our experimental data was obtained. Conversely, the HCFs derived from these expressions appeared to lead to a significant underestimation, con- firming the need of an operational and simple device for the experimental determination of the HCF. Also, this material proved to be an appropriate material for green urban infrastructures, because of its lightweight, satisfactory water retention capability and hydraulic conductivity.
PB  - ASTM Compass
PB  - ASTM International (American Society For Testing and Materials)
T2  - Geotechnical Testing Journal (GTJ)
T1  - A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate
IS  - 3
VL  - 43
DO  - 10.1520/GTJ20170443
ER  - 
@article{
author = "Stanić, Filip and Cui, Yu-Jun and Delage, Pierre and De Laure, Emmanuel and Versini, Pierre-Antoine and Schertzer, Daniel and Tchiguirinskaia, Ioulia",
year = "2019",
abstract = "The determination of the water retention curve (WRC) and hydraulic conductivity function (HCF) of a specific volcanic coarse granular material used as a substrate for urban green roofs in Europe was carried out on a newly developed specific device in which low suctions, typical of coarse granular materials, were controlled. Smaller suctions (up to 32 kPa) were imposed by using a hanging column system, and larger suctions (between 32 and 50 kPa) were imposed by using the axis translation technique in the same cell. The changes in suction during the tests were monitored by using a high accuracy differential pressure transducer. They were also used to determine the HCF by means of both Kunze and Kirkham’s and Gardner’s methods. The former technique was used at low suctions (<4 kPa) to account for the impedance effects due to the high air entry value ceramic porous disk and the latter was used between 4 and 50 kPa. Good comparability was observed in the data from both methods, demonstrating the good perfor- mance of the device. The mathematical expressions of the WRC of van Genuchten and Brooks and Corey were used, and a good fitting with our experimental data was obtained. Conversely, the HCFs derived from these expressions appeared to lead to a significant underestimation, con- firming the need of an operational and simple device for the experimental determination of the HCF. Also, this material proved to be an appropriate material for green urban infrastructures, because of its lightweight, satisfactory water retention capability and hydraulic conductivity.",
publisher = "ASTM Compass, ASTM International (American Society For Testing and Materials)",
journal = "Geotechnical Testing Journal (GTJ)",
title = "A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate",
number = "3",
volume = "43",
doi = "10.1520/GTJ20170443"
}
Stanić, F., Cui, Y., Delage, P., De Laure, E., Versini, P., Schertzer, D.,& Tchiguirinskaia, I.. (2019). A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate. in Geotechnical Testing Journal (GTJ)
ASTM Compass., 43(3).
https://doi.org/10.1520/GTJ20170443
Stanić F, Cui Y, Delage P, De Laure E, Versini P, Schertzer D, Tchiguirinskaia I. A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate. in Geotechnical Testing Journal (GTJ). 2019;43(3).
doi:10.1520/GTJ20170443 .
Stanić, Filip, Cui, Yu-Jun, Delage, Pierre, De Laure, Emmanuel, Versini, Pierre-Antoine, Schertzer, Daniel, Tchiguirinskaia, Ioulia, "A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate" in Geotechnical Testing Journal (GTJ), 43, no. 3 (2019),
https://doi.org/10.1520/GTJ20170443 . .
11

Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study

Đorđević, Dejana; Đurović, Nemanja; Đurić, Petar; Stanić, Filip; Milinković, Nikola

(Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-, 2019)

TY  - CONF
AU  - Đorđević, Dejana
AU  - Đurović, Nemanja
AU  - Đurić, Petar
AU  - Stanić, Filip
AU  - Milinković, Nikola
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1853
AB  - The independent subsections model (ISM) was developed for the steady uniform and non-uniform flow computations in compound channels with constant and variable channel widths. It was thoroughly tested against experimental data in different compound channel layouts. Since the existing set of equations is derived for the simple compound channel geometry, this paper aims at: 1) extending the model to arbitrary geometries, 2) adding the term that accounts for the influence of emergent rigid floodplain vegetation into momentum equations and 3) at validating the method against available floods data from one river gauging station. Comparison with the recorded data has shown that the optimal value for the model parameter ψt = 0.10 is greater than that obtained for the canal with smooth floodplains. Partial head losses due to vegetation are two orders of magnitude greater than the friction loss for H* > 0.25 when they are calculated with the formula for the volume drag force caused by an array of emergent rigid vegetation, proposed by Nepf,. The head loss due to a drag grows faster with the increase in floodplain submergence ratio on the floodplain with the constrained width. In the presence of vegetation on the floodplains, the head loss caused by mass exchange due to non-prismaticity of the compound channel does not depend on the floodplain width. This component of the head loss is balanced with the sum of head losses due to turbulence diffusion and vegetation drag.
PB  - Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-
C3  - E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama
T1  - Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study
DO  - 10.3850/38WC092019-1234
ER  - 
@conference{
author = "Đorđević, Dejana and Đurović, Nemanja and Đurić, Petar and Stanić, Filip and Milinković, Nikola",
year = "2019",
abstract = "The independent subsections model (ISM) was developed for the steady uniform and non-uniform flow computations in compound channels with constant and variable channel widths. It was thoroughly tested against experimental data in different compound channel layouts. Since the existing set of equations is derived for the simple compound channel geometry, this paper aims at: 1) extending the model to arbitrary geometries, 2) adding the term that accounts for the influence of emergent rigid floodplain vegetation into momentum equations and 3) at validating the method against available floods data from one river gauging station. Comparison with the recorded data has shown that the optimal value for the model parameter ψt = 0.10 is greater than that obtained for the canal with smooth floodplains. Partial head losses due to vegetation are two orders of magnitude greater than the friction loss for H* > 0.25 when they are calculated with the formula for the volume drag force caused by an array of emergent rigid vegetation, proposed by Nepf,. The head loss due to a drag grows faster with the increase in floodplain submergence ratio on the floodplain with the constrained width. In the presence of vegetation on the floodplains, the head loss caused by mass exchange due to non-prismaticity of the compound channel does not depend on the floodplain width. This component of the head loss is balanced with the sum of head losses due to turbulence diffusion and vegetation drag.",
publisher = "Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-",
journal = "E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama",
title = "Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study",
doi = "10.3850/38WC092019-1234"
}
Đorđević, D., Đurović, N., Đurić, P., Stanić, F.,& Milinković, N.. (2019). Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study. in E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama
Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-..
https://doi.org/10.3850/38WC092019-1234
Đorđević D, Đurović N, Đurić P, Stanić F, Milinković N. Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study. in E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama. 2019;.
doi:10.3850/38WC092019-1234 .
Đorđević, Dejana, Đurović, Nemanja, Đurić, Petar, Stanić, Filip, Milinković, Nikola, "Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study" in E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama (2019),
https://doi.org/10.3850/38WC092019-1234 . .

Prikaz modela nezavisnih segmenata za proračun linijskog tečenja u koritu za veliku vodu

Đorđević, Dejana; Stanić, Filip

(Srpsko društvo za odvodnjavanje i navodnjavanje, 2019)

TY  - JOUR
AU  - Đorđević, Dejana
AU  - Stanić, Filip
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1846
AB  - Cilj ovog rada je da našu stručnu javnost upozna sa još jednim modelom za proračun linijskog tečenja u koritu za veliku vodu koji, u proračunu gubitaka energije osim trenja, uzima u obzir i razmenu količine kretanja između glavnog korita i plavnih površina, i razmenu mase usled neprizmatičnosti korita. Reč je o modelu nezavisnih segmenata koji omogućava proračun linija nivoa duž svakog od tri segmenta korita za veliku vodu ali i procenu krive protoka u složenom preseku u domenu vodostaja koji premašuju kote obala na granicama glavnog korita. Za proveru modela iskorišćeni su rezultati merenja u pravolinijskom prizmatičnom laboratorijskom kanalu Hidrauličke laboratorije u Volingfordu
koji je namenski napravljen za ispitivanje tečenja u koritu za veliku vodu. Za utvrđivanje uticaja širine plavnih površina na krivu protoka korišćeni su ogledi sa širim i užim glatkim plavnim površinama i ogled u kojem je isključena jedna plavna površina, dok su za utvrđivanje uticaja rapavosti plavnih površina korišćeni ogledi sa glatkim i orapavljenim plavnim površinama. Rezultati ovog modela upoređeni su sa već prikazanim modelom razmene količine kretanja, a da bi se sagledale prednosti ova dva nedavno predložena modela u odnosu
na modele koji se standardno koriste u inženjerskoj praksi, dobijeni rezultati upoređeni su sa rezultatima tradicionalnih modela. Poređenje ukazuje na to da se najbolja slaganja sa merenjima postižu upravo primenom modela koji uzimaju u obzir sve izvore gubtaka energije, dok se tradicionalnim modelom
zasnovanim na podeli preseka na hidraulički homogene segmente vrednosti protoka značajno precenjuju.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
T2  - Vodoprivreda
T1  - Prikaz modela nezavisnih segmenata za proračun linijskog tečenja u koritu za veliku vodu
EP  - 136
IS  - 297-299
SP  - 123
VL  - 51
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1846
ER  - 
@article{
author = "Đorđević, Dejana and Stanić, Filip",
year = "2019",
abstract = "Cilj ovog rada je da našu stručnu javnost upozna sa još jednim modelom za proračun linijskog tečenja u koritu za veliku vodu koji, u proračunu gubitaka energije osim trenja, uzima u obzir i razmenu količine kretanja između glavnog korita i plavnih površina, i razmenu mase usled neprizmatičnosti korita. Reč je o modelu nezavisnih segmenata koji omogućava proračun linija nivoa duž svakog od tri segmenta korita za veliku vodu ali i procenu krive protoka u složenom preseku u domenu vodostaja koji premašuju kote obala na granicama glavnog korita. Za proveru modela iskorišćeni su rezultati merenja u pravolinijskom prizmatičnom laboratorijskom kanalu Hidrauličke laboratorije u Volingfordu
koji je namenski napravljen za ispitivanje tečenja u koritu za veliku vodu. Za utvrđivanje uticaja širine plavnih površina na krivu protoka korišćeni su ogledi sa širim i užim glatkim plavnim površinama i ogled u kojem je isključena jedna plavna površina, dok su za utvrđivanje uticaja rapavosti plavnih površina korišćeni ogledi sa glatkim i orapavljenim plavnim površinama. Rezultati ovog modela upoređeni su sa već prikazanim modelom razmene količine kretanja, a da bi se sagledale prednosti ova dva nedavno predložena modela u odnosu
na modele koji se standardno koriste u inženjerskoj praksi, dobijeni rezultati upoređeni su sa rezultatima tradicionalnih modela. Poređenje ukazuje na to da se najbolja slaganja sa merenjima postižu upravo primenom modela koji uzimaju u obzir sve izvore gubtaka energije, dok se tradicionalnim modelom
zasnovanim na podeli preseka na hidraulički homogene segmente vrednosti protoka značajno precenjuju.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje",
journal = "Vodoprivreda",
title = "Prikaz modela nezavisnih segmenata za proračun linijskog tečenja u koritu za veliku vodu",
pages = "136-123",
number = "297-299",
volume = "51",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1846"
}
Đorđević, D.,& Stanić, F.. (2019). Prikaz modela nezavisnih segmenata za proračun linijskog tečenja u koritu za veliku vodu. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 51(297-299), 123-136.
https://hdl.handle.net/21.15107/rcub_grafar_1846
Đorđević D, Stanić F. Prikaz modela nezavisnih segmenata za proračun linijskog tečenja u koritu za veliku vodu. in Vodoprivreda. 2019;51(297-299):123-136.
https://hdl.handle.net/21.15107/rcub_grafar_1846 .
Đorđević, Dejana, Stanić, Filip, "Prikaz modela nezavisnih segmenata za proračun linijskog tečenja u koritu za veliku vodu" in Vodoprivreda, 51, no. 297-299 (2019):123-136,
https://hdl.handle.net/21.15107/rcub_grafar_1846 .

Experimental determination of the hydraulic characteristics of the substrate used for covering green roof

Stanić, Filip; Delage, Pierre; Cui, Yu-Jun

(2018)

TY  - CONF
AU  - Stanić, Filip
AU  - Delage, Pierre
AU  - Cui, Yu-Jun
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3372
AB  - Зелени кровови, осим ублажавања екстремних температура у градским срединама, имају значајан утицај и на смањивање урбаног отицаја. Како би се са хидролошког аспекта проценио њихов значај неопходно је одредити ретензионе и транспортне карактеристике супстрата коришћеног за покривање кровне површине. Ове карактеристике су описане уз помоћ две криве: криве влажности и криве водопроводљивости за незасићену средину. Поменуте криве најчешће одређују тзв. инверзном анализом („back analysis“), односно калибрисањем неких од добро познатих аналитичких модела (ван Генухтен, Брукс и Кори, итд.) са циљем да се обезбеди најбоље могуће слагање моделираног са мереним отицајем. Имајући у виду да се за изградњу зелених кровова користе лаки, неконвенционални супстрати који не оптерећују значајно кровну конструкцију, поменуте аналитичке криве веома често не могу поуздано да апроксимирају њихове хидрауличке карактеристике. Због тога је неопходно екпериментално одређивање криве влажности и криве водопроводљивости. С обзиром на то да овакви експерименти изискују много времена и различитих технологија, ово истраживање је засновано на идеји да се уз помоћ само једног експеримента одреде обе криве хидрауличких карактеристика. Како би се то извело специјална апаратура базирана на принципу тенезиометра је дизајнирана. Крива влажности се директно одређује применом “Multi-step outflow” теста, док се за одређивање криве водопроводљивости користе детаљна мерења истицања из узорка током теста. Ова мерења су затим анализирана коришћењем неколико инверзних метода за одређивање криве водопроводљивости које су међусобно поређене. Описана методологија је коршћена за одређивање хидрауличких карактеристика супстрата коришћеног у случају таласастог зеленог крова који се налази у предграђу Париза, Шан на Марни.
C3  - 18. savetovanje SDHI & SDH, Niš, 25-26. oktobar 2018
T1  - Experimental determination of the hydraulic characteristics of the substrate used for covering green roof
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3372
ER  - 
@conference{
author = "Stanić, Filip and Delage, Pierre and Cui, Yu-Jun",
year = "2018",
abstract = "Зелени кровови, осим ублажавања екстремних температура у градским срединама, имају значајан утицај и на смањивање урбаног отицаја. Како би се са хидролошког аспекта проценио њихов значај неопходно је одредити ретензионе и транспортне карактеристике супстрата коришћеног за покривање кровне површине. Ове карактеристике су описане уз помоћ две криве: криве влажности и криве водопроводљивости за незасићену средину. Поменуте криве најчешће одређују тзв. инверзном анализом („back analysis“), односно калибрисањем неких од добро познатих аналитичких модела (ван Генухтен, Брукс и Кори, итд.) са циљем да се обезбеди најбоље могуће слагање моделираног са мереним отицајем. Имајући у виду да се за изградњу зелених кровова користе лаки, неконвенционални супстрати који не оптерећују значајно кровну конструкцију, поменуте аналитичке криве веома често не могу поуздано да апроксимирају њихове хидрауличке карактеристике. Због тога је неопходно екпериментално одређивање криве влажности и криве водопроводљивости. С обзиром на то да овакви експерименти изискују много времена и различитих технологија, ово истраживање је засновано на идеји да се уз помоћ само једног експеримента одреде обе криве хидрауличких карактеристика. Како би се то извело специјална апаратура базирана на принципу тенезиометра је дизајнирана. Крива влажности се директно одређује применом “Multi-step outflow” теста, док се за одређивање криве водопроводљивости користе детаљна мерења истицања из узорка током теста. Ова мерења су затим анализирана коришћењем неколико инверзних метода за одређивање криве водопроводљивости које су међусобно поређене. Описана методологија је коршћена за одређивање хидрауличких карактеристика супстрата коришћеног у случају таласастог зеленог крова који се налази у предграђу Париза, Шан на Марни.",
journal = "18. savetovanje SDHI & SDH, Niš, 25-26. oktobar 2018",
title = "Experimental determination of the hydraulic characteristics of the substrate used for covering green roof",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3372"
}
Stanić, F., Delage, P.,& Cui, Y.. (2018). Experimental determination of the hydraulic characteristics of the substrate used for covering green roof. in 18. savetovanje SDHI & SDH, Niš, 25-26. oktobar 2018.
https://hdl.handle.net/21.15107/rcub_grafar_3372
Stanić F, Delage P, Cui Y. Experimental determination of the hydraulic characteristics of the substrate used for covering green roof. in 18. savetovanje SDHI & SDH, Niš, 25-26. oktobar 2018. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_3372 .
Stanić, Filip, Delage, Pierre, Cui, Yu-Jun, "Experimental determination of the hydraulic characteristics of the substrate used for covering green roof" in 18. savetovanje SDHI & SDH, Niš, 25-26. oktobar 2018 (2018),
https://hdl.handle.net/21.15107/rcub_grafar_3372 .

Laboratory investigation of hydraulic characteristics of fly ash as a fill material from the aspects of pollutant transport

Stanić, Filip; Jaćimović, Nenad; Ranđelović, Anja; Despotović, Jovan

(IWA Publishing, 2017)

TY  - JOUR
AU  - Stanić, Filip
AU  - Jaćimović, Nenad
AU  - Ranđelović, Anja
AU  - Despotović, Jovan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/880
AB  - Depending on the usage of fly ash, it is necessary to determine its environmental parameters, such as the potential for pollutant transport/leaching after its built-in. This study presents a methodology for determination of transport parameters (filtration coefficient, effective porosity, longitudinal dispersivity,and the mean residence time) from experimental data collected from column experiments with a conservative tracer on different mixtures of fly ash with stabilizers (4.8% lime and 5% cement). The transport parameters are determined using (1) numerical model results and (2) an adapted analytical solution results against measured outflow tracer concentrations. The study shows that the addition of stabilizers decreases the filtration coefficient by an order of magnitude and the effective porosity by half. The longitudinal dispersivity is not influenced by the addition of lime to the mixture, and is increased by 40% by the addition of cement. The pollutant contact time with fly ash increases by six or nine times with the addition of lime and cement, respectively. The adaptation of the analytical solution agrees well with both the numerical solution and the experimental results, and it is anticipated to be of high value for determination of transport parameters for practitioners not familiar with numerical methods.
PB  - IWA Publishing
T2  - Water Science and Technology
T1  - Laboratory investigation of hydraulic characteristics of fly ash as a fill material from the aspects of pollutant transport
EP  - 982
IS  - 4
SP  - 976
VL  - 76
DO  - 10.2166/wst.2017.243
ER  - 
@article{
author = "Stanić, Filip and Jaćimović, Nenad and Ranđelović, Anja and Despotović, Jovan",
year = "2017",
abstract = "Depending on the usage of fly ash, it is necessary to determine its environmental parameters, such as the potential for pollutant transport/leaching after its built-in. This study presents a methodology for determination of transport parameters (filtration coefficient, effective porosity, longitudinal dispersivity,and the mean residence time) from experimental data collected from column experiments with a conservative tracer on different mixtures of fly ash with stabilizers (4.8% lime and 5% cement). The transport parameters are determined using (1) numerical model results and (2) an adapted analytical solution results against measured outflow tracer concentrations. The study shows that the addition of stabilizers decreases the filtration coefficient by an order of magnitude and the effective porosity by half. The longitudinal dispersivity is not influenced by the addition of lime to the mixture, and is increased by 40% by the addition of cement. The pollutant contact time with fly ash increases by six or nine times with the addition of lime and cement, respectively. The adaptation of the analytical solution agrees well with both the numerical solution and the experimental results, and it is anticipated to be of high value for determination of transport parameters for practitioners not familiar with numerical methods.",
publisher = "IWA Publishing",
journal = "Water Science and Technology",
title = "Laboratory investigation of hydraulic characteristics of fly ash as a fill material from the aspects of pollutant transport",
pages = "982-976",
number = "4",
volume = "76",
doi = "10.2166/wst.2017.243"
}
Stanić, F., Jaćimović, N., Ranđelović, A.,& Despotović, J.. (2017). Laboratory investigation of hydraulic characteristics of fly ash as a fill material from the aspects of pollutant transport. in Water Science and Technology
IWA Publishing., 76(4), 976-982.
https://doi.org/10.2166/wst.2017.243
Stanić F, Jaćimović N, Ranđelović A, Despotović J. Laboratory investigation of hydraulic characteristics of fly ash as a fill material from the aspects of pollutant transport. in Water Science and Technology. 2017;76(4):976-982.
doi:10.2166/wst.2017.243 .
Stanić, Filip, Jaćimović, Nenad, Ranđelović, Anja, Despotović, Jovan, "Laboratory investigation of hydraulic characteristics of fly ash as a fill material from the aspects of pollutant transport" in Water Science and Technology, 76, no. 4 (2017):976-982,
https://doi.org/10.2166/wst.2017.243 . .
5
6
6

Algoritmi za automatsku kontrolu kvaliteta podataka na SCADA-i vodovoda- primer grada Užica

Stanić, Filip; Branisavljević, Nemanja; Prodanović, Dušan

(Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd, 2016)

TY  - CONF
AU  - Stanić, Filip
AU  - Branisavljević, Nemanja
AU  - Prodanović, Dušan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1462
PB  - Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd
C3  - Zbornik radova / Šesnaestа međunarodna konferencija Vodovodni i kanalizacioni sistemi, Jahorina, Pale, 25-27. maj 2016. = Proceedings / Sixteenth International Conference Water Supply and Sewage Systems, May 28th - 30th 2016
T1  - Algoritmi za automatsku kontrolu kvaliteta podataka na SCADA-i vodovoda- primer grada Užica
EP  - 139
SP  - 130
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1462
ER  - 
@conference{
author = "Stanić, Filip and Branisavljević, Nemanja and Prodanović, Dušan",
year = "2016",
publisher = "Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd",
journal = "Zbornik radova / Šesnaestа međunarodna konferencija Vodovodni i kanalizacioni sistemi, Jahorina, Pale, 25-27. maj 2016. = Proceedings / Sixteenth International Conference Water Supply and Sewage Systems, May 28th - 30th 2016",
title = "Algoritmi za automatsku kontrolu kvaliteta podataka na SCADA-i vodovoda- primer grada Užica",
pages = "139-130",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1462"
}
Stanić, F., Branisavljević, N.,& Prodanović, D.. (2016). Algoritmi za automatsku kontrolu kvaliteta podataka na SCADA-i vodovoda- primer grada Užica. in Zbornik radova / Šesnaestа međunarodna konferencija Vodovodni i kanalizacioni sistemi, Jahorina, Pale, 25-27. maj 2016. = Proceedings / Sixteenth International Conference Water Supply and Sewage Systems, May 28th - 30th 2016
Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd., 130-139.
https://hdl.handle.net/21.15107/rcub_grafar_1462
Stanić F, Branisavljević N, Prodanović D. Algoritmi za automatsku kontrolu kvaliteta podataka na SCADA-i vodovoda- primer grada Užica. in Zbornik radova / Šesnaestа međunarodna konferencija Vodovodni i kanalizacioni sistemi, Jahorina, Pale, 25-27. maj 2016. = Proceedings / Sixteenth International Conference Water Supply and Sewage Systems, May 28th - 30th 2016. 2016;:130-139.
https://hdl.handle.net/21.15107/rcub_grafar_1462 .
Stanić, Filip, Branisavljević, Nemanja, Prodanović, Dušan, "Algoritmi za automatsku kontrolu kvaliteta podataka na SCADA-i vodovoda- primer grada Užica" in Zbornik radova / Šesnaestа međunarodna konferencija Vodovodni i kanalizacioni sistemi, Jahorina, Pale, 25-27. maj 2016. = Proceedings / Sixteenth International Conference Water Supply and Sewage Systems, May 28th - 30th 2016 (2016):130-139,
https://hdl.handle.net/21.15107/rcub_grafar_1462 .