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 .

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 .

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 .

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 .

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 .

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 .

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 . .

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 . .

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 .

TY  - CONF
AU  - Despotović, Jovan
AU  - Plavšić, Jasna
AU  - Todorović, Andrijana
AU  - Jaćimović, Nenad
AU  - Stanić, Miloš
AU  - Prodanović, Dušan
AU  - Pavlović, Dragutin
AU  - Janković, Ljiljana
AU  - Đukić, Aleksandar
AU  - Ivetić, Marko
AU  - Ranđelović, Anja
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2808
AB  - U ovom radu je shematski i fragmentarno prikazan niz najvažnijih analiza i faza kod projektovanja sistema za kanalisanje kišnih voda u gradskim uslovima, na osnovu više od 40 godina iskustva članova Instituta za hidrotehniku i vodno ekološko inženjerstvo Građevinskog fakulteta Univerziteta u Beogradu: istraživačkog – laboratorijskog, terenskog i studijskog, te niza projekata i izvođačkog iskustva, što je započelo projektom za Zrenjanin 1979-80. godine.
Početni korak je analiza jakih kiša različitih trajanja, kao osnovnim podlogama iako se podaci o merodavnim kišama najčešće „prenose“ sa bliskih lokacija, daje se pregled potrebnih podloga za analizu i modeliranje oticaja kišnih voda, potom prikazuju vrste merenja u kanalizacionim sistemima, diskutuju i drugi aspekti u skladu sa konceptom i zadatim stepenom zaštite od kišnih voda – prihvatljivim rizikom od poplava – na bazi projektnog zadatka za formiranje tehničkog rešenja. Bitno je da projektom treba osigurati i bezbedno odvijanje pešačkog i motornog saobraćaja na ulicama, na prelazima i kolovozima, kao i zaštitu okoline od zagađenja kišnim oticajem koji, šta više, može da se koristi.
Opisani su aspekti i efekti kanalisanja i ispuštanja kišnih voda, koje su do 70-ih godina smatrane „čistim“, na životnu sredinu, prvenstveno na recipijente - vodotoke, dok se poslednjih 20-ak godina koriste kao izvori voda za razne namene.
AB  - The paper presents schematic and fragmentary approach to rain water in urban conditions, according to the basic stages od design project procedure that is based on more than 40 years of experience of members of the Institute of Hydraulic and Water Ecological Engineering at the Faculty of Engineering, University of Belgrade, including research, laboratory and field works, preliminary and main designs and execution works experience.

As first and important step is analysis of short duration high intensity rainfall usually based on near by gauge data through required analysis of background information for modelling of rainfall runoff, together with measurements in drainage systems, based on Terms of references, that includes concept and protection level from rain water – acceptable risk of flood, and finaly development of technical solution. The solution also needs to ensure safe pedestrian and motor traffic on streets, at crossings and on pavements. Before the 70-ies the effects of collecting and discharge of rainfall runoff was considered not poluted on the environment, primarily on the recipients – watercourses, what was found being wrong. Yet, during last two decades after treatment rainfall runoff being used as water sources.
PB  - Savez inženjera i tehničara Srbije, Kneza Miloša 7, Beograd, Srbija
C3  - Zbornik radova 43. međunarodne konferencije VODOVOD I KANALIZACIJA '22, 11 - 14. oktobar 2022, Zrenjanin, Srbija
T1  - Kišna kanalizacija u gradovima - analize i faze za izradu projekata kišne kanalizacije
T1  - Rainwater Drainage in Cities - Anayzes and Phases for the Develpoment of Rainwater Drainage Projects
EP  - 339
SP  - 323
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2808
ER  - 

@conference{
author = "Despotović, Jovan and Plavšić, Jasna and Todorović, Andrijana and Jaćimović, Nenad and Stanić, Miloš and Prodanović, Dušan and Pavlović, Dragutin and Janković, Ljiljana and Đukić, Aleksandar and Ivetić, Marko and Ranđelović, Anja",
year = "2022",
abstract = "U ovom radu je shematski i fragmentarno prikazan niz najvažnijih analiza i faza kod projektovanja sistema za kanalisanje kišnih voda u gradskim uslovima, na osnovu više od 40 godina iskustva članova Instituta za hidrotehniku i vodno ekološko inženjerstvo Građevinskog fakulteta Univerziteta u Beogradu: istraživačkog – laboratorijskog, terenskog i studijskog, te niza projekata i izvođačkog iskustva, što je započelo projektom za Zrenjanin 1979-80. godine.
Početni korak je analiza jakih kiša različitih trajanja, kao osnovnim podlogama iako se podaci o merodavnim kišama najčešće „prenose“ sa bliskih lokacija, daje se pregled potrebnih podloga za analizu i modeliranje oticaja kišnih voda, potom prikazuju vrste merenja u kanalizacionim sistemima, diskutuju i drugi aspekti u skladu sa konceptom i zadatim stepenom zaštite od kišnih voda – prihvatljivim rizikom od poplava – na bazi projektnog zadatka za formiranje tehničkog rešenja. Bitno je da projektom treba osigurati i bezbedno odvijanje pešačkog i motornog saobraćaja na ulicama, na prelazima i kolovozima, kao i zaštitu okoline od zagađenja kišnim oticajem koji, šta više, može da se koristi.
Opisani su aspekti i efekti kanalisanja i ispuštanja kišnih voda, koje su do 70-ih godina smatrane „čistim“, na životnu sredinu, prvenstveno na recipijente - vodotoke, dok se poslednjih 20-ak godina koriste kao izvori voda za razne namene., The paper presents schematic and fragmentary approach to rain water in urban conditions, according to the basic stages od design project procedure that is based on more than 40 years of experience of members of the Institute of Hydraulic and Water Ecological Engineering at the Faculty of Engineering, University of Belgrade, including research, laboratory and field works, preliminary and main designs and execution works experience.

As first and important step is analysis of short duration high intensity rainfall usually based on near by gauge data through required analysis of background information for modelling of rainfall runoff, together with measurements in drainage systems, based on Terms of references, that includes concept and protection level from rain water – acceptable risk of flood, and finaly development of technical solution. The solution also needs to ensure safe pedestrian and motor traffic on streets, at crossings and on pavements. Before the 70-ies the effects of collecting and discharge of rainfall runoff was considered not poluted on the environment, primarily on the recipients – watercourses, what was found being wrong. Yet, during last two decades after treatment rainfall runoff being used as water sources.",
publisher = "Savez inženjera i tehničara Srbije, Kneza Miloša 7, Beograd, Srbija",
journal = "Zbornik radova 43. međunarodne konferencije VODOVOD I KANALIZACIJA '22, 11 - 14. oktobar 2022, Zrenjanin, Srbija",
title = "Kišna kanalizacija u gradovima - analize i faze za izradu projekata kišne kanalizacije, Rainwater Drainage in Cities - Anayzes and Phases for the Develpoment of Rainwater Drainage Projects",
pages = "339-323",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2808"
}

Despotović, J., Plavšić, J., Todorović, A., Jaćimović, N., Stanić, M., Prodanović, D., Pavlović, D., Janković, L., Đukić, A., Ivetić, M.,& Ranđelović, A.. (2022). Kišna kanalizacija u gradovima - analize i faze za izradu projekata kišne kanalizacije. in Zbornik radova 43. međunarodne konferencije VODOVOD I KANALIZACIJA '22, 11 - 14. oktobar 2022, Zrenjanin, Srbija
Savez inženjera i tehničara Srbije, Kneza Miloša 7, Beograd, Srbija., 323-339.
https://hdl.handle.net/21.15107/rcub_grafar_2808

Despotović J, Plavšić J, Todorović A, Jaćimović N, Stanić M, Prodanović D, Pavlović D, Janković L, Đukić A, Ivetić M, Ranđelović A. Kišna kanalizacija u gradovima - analize i faze za izradu projekata kišne kanalizacije. in Zbornik radova 43. međunarodne konferencije VODOVOD I KANALIZACIJA '22, 11 - 14. oktobar 2022, Zrenjanin, Srbija. 2022;:323-339.
https://hdl.handle.net/21.15107/rcub_grafar_2808 .

Despotović, Jovan, Plavšić, Jasna, Todorović, Andrijana, Jaćimović, Nenad, Stanić, Miloš, Prodanović, Dušan, Pavlović, Dragutin, Janković, Ljiljana, Đukić, Aleksandar, Ivetić, Marko, Ranđelović, Anja, "Kišna kanalizacija u gradovima - analize i faze za izradu projekata kišne kanalizacije" in Zbornik radova 43. međunarodne konferencije VODOVOD I KANALIZACIJA '22, 11 - 14. oktobar 2022, Zrenjanin, Srbija (2022):323-339,
https://hdl.handle.net/21.15107/rcub_grafar_2808 .

TY  - JOUR
AU  - Sudar, Tamara
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
AU  - Prodanović, Dušan
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2819
AB  - Dinamičan razvoj urbanih sadržaja značajno smanjuje raspoložive prirodne infiltracione površine. Da se ovaj trend smanji, a po mogućnosti i usmjeri u obrnutom pravcu, tendencija je primjene obrasca održivog, integralnog upravljanja gradskim vodama. Ključni cilj je održati ili obnoviti lokalni vodni bilans što je moguće bliži prirodnom. Pri tome, lokalna infiltracija i isparavanje dobijaju primarnu ulogu u redukciji oticaja. Uz umanjenje oticaja treba osigurati uslove za poboljšanje njegovog kvaliteta poštujući principe revitalizacije životne sredine i zaštite ekosistema. Prirodi bliska rješena (Nature Based Solutions - NBS), čiji su ciljevi zaštita, održivo upravljanje i obnavljanje prirodnih ili modifikovanih ekosistema, jedan su od uspješnih modela za ostvarenje prethodno navedenih zadataka.
U ovom radu prikazane su teoretske osnove i primjena metodologije izrade mape infiltracionog potencijala područja i potencijala redukcije vještačkih nepropusnih površina. Analizirana su NBS rješenja usmjerena lokalnom infiltracionom potencijalu na primjeru izgrađenog naselja u Hamburgu. Korišćene su odgovarajuće GIS podloge i urađena njihova dodatna analiza i sistematizacija. Ove analize mogu da budu korisne za veća naselja sa značajnom urbanizacijom, za planiranje dodatnih mjera zaštite od poplava usljed obilnih padavina. Sprovedene analize sa korišćenjem infiltracije u decentralizaciji odvodnje atmosferskih voda mogu biti upotrijebljene za prostorno planiranje novih naselja. Time se u početnoj fazi prostorna organizacija u određenoj mjeri prilagođava zaštiti od poplava usljed obilnih padavina. Moguća je primjena metodologije i na područja sa slabijim fondom podataka, ali uz dorade i poboljšanja raspoloživih podloga.
AB  - Dynamic development of urban facilities significantly reduces the available natural infiltration surfaces. Sustainable integrated water management in cities aims to reduce this trend, and, if possible, reverse it. The key goal is to maintain or restore local water balance as close as possible to the natural balance. At the same time, local infiltration and evaporation play a primary role in reducing runoff. In addition to reducing runoff, the conditions for improving its quality should be ensured, respecting the principles of environmental revitalization and ecosystem protection. Nature-based solutions (NBS), whose goals are the protection, sustainable management and restoration of natural or modified ecosystems, are one of the successful models for achieving the these tasks.

This paper presents theoretical foundations and application of the methodology for creating a map of the infiltration potential of an area and the reduction potential of artificial impervious surfaces. We analysed NBSs focused on the local infiltration potential using the example of a settlement in Hamburg. Appropriate GIS data were used and their additional analyses and consolidation was carried out. These analyses can be useful when planning additional flood protection measures during heavy rainfall for larger settlements with significant urbanization. The conducted analyses, which included infiltration in decentralized storm water system, can be used for spatial planning of new settlements. In this way, spatial organization is adapted to a certain extent to protection against floods caused by heavy rainfall in the initial phase. It is possible to apply the methodology to areas with a weaker data base but with refinements and improvements to the available data.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Metodologija za redukciju urbanih nepropusnih površina analizom infiltracionog potencijala zemljišta
T1  - Methodology for the Reduction of Impervious Urban Surfaces by Soil Infiltration Potential Analysis
EP  - 212
IS  - 317-318
SP  - 199
VL  - 54
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2819
ER  - 

@article{
author = "Sudar, Tamara and Pavlović, Dragutin and Ranđelović, Anja and Prodanović, Dušan",
year = "2022",
abstract = "Dinamičan razvoj urbanih sadržaja značajno smanjuje raspoložive prirodne infiltracione površine. Da se ovaj trend smanji, a po mogućnosti i usmjeri u obrnutom pravcu, tendencija je primjene obrasca održivog, integralnog upravljanja gradskim vodama. Ključni cilj je održati ili obnoviti lokalni vodni bilans što je moguće bliži prirodnom. Pri tome, lokalna infiltracija i isparavanje dobijaju primarnu ulogu u redukciji oticaja. Uz umanjenje oticaja treba osigurati uslove za poboljšanje njegovog kvaliteta poštujući principe revitalizacije životne sredine i zaštite ekosistema. Prirodi bliska rješena (Nature Based Solutions - NBS), čiji su ciljevi zaštita, održivo upravljanje i obnavljanje prirodnih ili modifikovanih ekosistema, jedan su od uspješnih modela za ostvarenje prethodno navedenih zadataka.
U ovom radu prikazane su teoretske osnove i primjena metodologije izrade mape infiltracionog potencijala područja i potencijala redukcije vještačkih nepropusnih površina. Analizirana su NBS rješenja usmjerena lokalnom infiltracionom potencijalu na primjeru izgrađenog naselja u Hamburgu. Korišćene su odgovarajuće GIS podloge i urađena njihova dodatna analiza i sistematizacija. Ove analize mogu da budu korisne za veća naselja sa značajnom urbanizacijom, za planiranje dodatnih mjera zaštite od poplava usljed obilnih padavina. Sprovedene analize sa korišćenjem infiltracije u decentralizaciji odvodnje atmosferskih voda mogu biti upotrijebljene za prostorno planiranje novih naselja. Time se u početnoj fazi prostorna organizacija u određenoj mjeri prilagođava zaštiti od poplava usljed obilnih padavina. Moguća je primjena metodologije i na područja sa slabijim fondom podataka, ali uz dorade i poboljšanja raspoloživih podloga., Dynamic development of urban facilities significantly reduces the available natural infiltration surfaces. Sustainable integrated water management in cities aims to reduce this trend, and, if possible, reverse it. The key goal is to maintain or restore local water balance as close as possible to the natural balance. At the same time, local infiltration and evaporation play a primary role in reducing runoff. In addition to reducing runoff, the conditions for improving its quality should be ensured, respecting the principles of environmental revitalization and ecosystem protection. Nature-based solutions (NBS), whose goals are the protection, sustainable management and restoration of natural or modified ecosystems, are one of the successful models for achieving the these tasks.

This paper presents theoretical foundations and application of the methodology for creating a map of the infiltration potential of an area and the reduction potential of artificial impervious surfaces. We analysed NBSs focused on the local infiltration potential using the example of a settlement in Hamburg. Appropriate GIS data were used and their additional analyses and consolidation was carried out. These analyses can be useful when planning additional flood protection measures during heavy rainfall for larger settlements with significant urbanization. The conducted analyses, which included infiltration in decentralized storm water system, can be used for spatial planning of new settlements. In this way, spatial organization is adapted to a certain extent to protection against floods caused by heavy rainfall in the initial phase. It is possible to apply the methodology to areas with a weaker data base but with refinements and improvements to the available data.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Metodologija za redukciju urbanih nepropusnih površina analizom infiltracionog potencijala zemljišta, Methodology for the Reduction of Impervious Urban Surfaces by Soil Infiltration Potential Analysis",
pages = "212-199",
number = "317-318",
volume = "54",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2819"
}

Sudar, T., Pavlović, D., Ranđelović, A.,& Prodanović, D.. (2022). Metodologija za redukciju urbanih nepropusnih površina analizom infiltracionog potencijala zemljišta. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 54(317-318), 199-212.
https://hdl.handle.net/21.15107/rcub_grafar_2819

Sudar T, Pavlović D, Ranđelović A, Prodanović D. Metodologija za redukciju urbanih nepropusnih površina analizom infiltracionog potencijala zemljišta. in Vodoprivreda. 2022;54(317-318):199-212.
https://hdl.handle.net/21.15107/rcub_grafar_2819 .

Sudar, Tamara, Pavlović, Dragutin, Ranđelović, Anja, Prodanović, Dušan, "Metodologija za redukciju urbanih nepropusnih površina analizom infiltracionog potencijala zemljišta" in Vodoprivreda, 54, no. 317-318 (2022):199-212,
https://hdl.handle.net/21.15107/rcub_grafar_2819 .

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 .

TY  - JOUR
AU  - Ruangpan, Laddaporn
AU  - Vojinovic, Zoran
AU  - Plavšić, Jasna
AU  - Doong, Dong-Jiing
AU  - Bahlmann, Tobias
AU  - Alves, Alida
AU  - Tseng, Leng-Hsuan
AU  - Ranđelović, Anja
AU  - Todorović, Andrijana
AU  - Kocić, Zvonimir
AU  - Beljinac, Vladimir
AU  - Wu, Meng-Hsuan
AU  - Lo, Wei-Cheng
AU  - Perez-Lapeña, Blanca
AU  - Franca, Mário J.
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2219
AB  - Hydro-meteorological risks are a growing issue for societies, economies and environments around the world. An effective, sustainable response to such risks and their future uncertainty requires a paradigm shift in our research and practical efforts. In this respect, Nature-Based Solutions (NBSs) offer the potential to achieve a more effective and flexible response to hydro-meteorological risks while also enhancing human well-being and biodiversity. The present paper describes a new methodology that incorporates stakeholders’ preferences into a multi-criteria analysis framework, as part of a tool for selecting risk mitigation measures. The methodology has been applied to Tamnava river basin in Serbia and Nangang river basin in Taiwan within the EC-funded RECONECT project. The results highlight the importance of involving stakeholders in the early stages of projects in order to achieve successful implementation of NBSs. The methodology can assist decision-makers in formulating desirable benefits and co-benefits and can enable a systematic and transparent NBSs planning process.
T2  - Ambio
T1  - Incorporating stakeholders’ preferences into a multi-criteria framework for planning large-scale Nature-Based Solutions
DO  - 10.1007/s13280-020-01419-4
ER  - 

@article{
author = "Ruangpan, Laddaporn and Vojinovic, Zoran and Plavšić, Jasna and Doong, Dong-Jiing and Bahlmann, Tobias and Alves, Alida and Tseng, Leng-Hsuan and Ranđelović, Anja and Todorović, Andrijana and Kocić, Zvonimir and Beljinac, Vladimir and Wu, Meng-Hsuan and Lo, Wei-Cheng and Perez-Lapeña, Blanca and Franca, Mário J.",
year = "2020",
abstract = "Hydro-meteorological risks are a growing issue for societies, economies and environments around the world. An effective, sustainable response to such risks and their future uncertainty requires a paradigm shift in our research and practical efforts. In this respect, Nature-Based Solutions (NBSs) offer the potential to achieve a more effective and flexible response to hydro-meteorological risks while also enhancing human well-being and biodiversity. The present paper describes a new methodology that incorporates stakeholders’ preferences into a multi-criteria analysis framework, as part of a tool for selecting risk mitigation measures. The methodology has been applied to Tamnava river basin in Serbia and Nangang river basin in Taiwan within the EC-funded RECONECT project. The results highlight the importance of involving stakeholders in the early stages of projects in order to achieve successful implementation of NBSs. The methodology can assist decision-makers in formulating desirable benefits and co-benefits and can enable a systematic and transparent NBSs planning process.",
journal = "Ambio",
title = "Incorporating stakeholders’ preferences into a multi-criteria framework for planning large-scale Nature-Based Solutions",
doi = "10.1007/s13280-020-01419-4"
}

Ruangpan, L., Vojinovic, Z., Plavšić, J., Doong, D., Bahlmann, T., Alves, A., Tseng, L., Ranđelović, A., Todorović, A., Kocić, Z., Beljinac, V., Wu, M., Lo, W., Perez-Lapeña, B.,& Franca, M. J.. (2020). Incorporating stakeholders’ preferences into a multi-criteria framework for planning large-scale Nature-Based Solutions. in Ambio.
https://doi.org/10.1007/s13280-020-01419-4

Ruangpan L, Vojinovic Z, Plavšić J, Doong D, Bahlmann T, Alves A, Tseng L, Ranđelović A, Todorović A, Kocić Z, Beljinac V, Wu M, Lo W, Perez-Lapeña B, Franca MJ. Incorporating stakeholders’ preferences into a multi-criteria framework for planning large-scale Nature-Based Solutions. in Ambio. 2020;.
doi:10.1007/s13280-020-01419-4 .

Ruangpan, Laddaporn, Vojinovic, Zoran, Plavšić, Jasna, Doong, Dong-Jiing, Bahlmann, Tobias, Alves, Alida, Tseng, Leng-Hsuan, Ranđelović, Anja, Todorović, Andrijana, Kocić, Zvonimir, Beljinac, Vladimir, Wu, Meng-Hsuan, Lo, Wei-Cheng, Perez-Lapeña, Blanca, Franca, Mário J., "Incorporating stakeholders’ preferences into a multi-criteria framework for planning large-scale Nature-Based Solutions" in Ambio (2020),
https://doi.org/10.1007/s13280-020-01419-4 . .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2504
AB  - Po prestanku rada rudnika treba rešiti pitanja bezbednosti jalovišta, posmatrano sa više aspekata. Brojni ekološki incidenti u nedavnoj prošlosti rezultat su oštećenja brana jalovišta usled nekontrolisanog prolaska poplavnih talasa. Ako se voda evakuiše šahtnim prelivom, realne propusne moći manje od protoka poplavnih talasa, treba nadvisiti branu. Dobija se dodatna zapremina za prijem talasa, uz produženo vreme za pražnjenje vode iz akumulacije. Povećanje evakuacionog kapaciteta moguće je izgradnjom dodatnog slobodnog preliva prilagođenog koti krune nadvišene brane. U ovom radu prikazana je primena ovog principa na jalovištu rudnika olova, cinka i bakra i flotacije „Rudnik” na planini Rudnik. Time se obezbeđuje veća sigurnost prijema i evakuacije poplavnog talasa, uz maksimalno korišćenje postojećih objekata jalovišta i minimalne investicije, uz pozitivne posledice po strukturnu i ekološku bezbednost sistema.
AB  - After a mine closure its tailing reservoirs are exposed to various safety issues. Numerous recent ecological incidents are the result of flood flows induced dam damages. If excess waters are evacuated by bell-mouth spillways with inadequate capacity, a dam overtopping can be the safety solution. The gain is the additional water storage space although the flood transformation time is extended. The controlled reservoir outflow capacity can be increased introducing additional free flow spillway matching new dam height. This article presents the application of this principle on mine tailing reservoir of the Lead, Zinc and Copper Mine and Flotation “Rudnik”, mount Rudnik, Serbia. The achieved goal is improved flood flows and eco safety with maximum utilization of the existing reservoir structures and minimum investments.
PB  - Srpsko društvo za zaštitu voda
C3  - Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society
T1  - Velike vode i hidraulička bezbednost ispunjenih jalovišta
EP  - 50
SP  - 45
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2504
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin and Ranđelović, Anja",
year = "2019",
abstract = "Po prestanku rada rudnika treba rešiti pitanja bezbednosti jalovišta, posmatrano sa više aspekata. Brojni ekološki incidenti u nedavnoj prošlosti rezultat su oštećenja brana jalovišta usled nekontrolisanog prolaska poplavnih talasa. Ako se voda evakuiše šahtnim prelivom, realne propusne moći manje od protoka poplavnih talasa, treba nadvisiti branu. Dobija se dodatna zapremina za prijem talasa, uz produženo vreme za pražnjenje vode iz akumulacije. Povećanje evakuacionog kapaciteta moguće je izgradnjom dodatnog slobodnog preliva prilagođenog koti krune nadvišene brane. U ovom radu prikazana je primena ovog principa na jalovištu rudnika olova, cinka i bakra i flotacije „Rudnik” na planini Rudnik. Time se obezbeđuje veća sigurnost prijema i evakuacije poplavnog talasa, uz maksimalno korišćenje postojećih objekata jalovišta i minimalne investicije, uz pozitivne posledice po strukturnu i ekološku bezbednost sistema., After a mine closure its tailing reservoirs are exposed to various safety issues. Numerous recent ecological incidents are the result of flood flows induced dam damages. If excess waters are evacuated by bell-mouth spillways with inadequate capacity, a dam overtopping can be the safety solution. The gain is the additional water storage space although the flood transformation time is extended. The controlled reservoir outflow capacity can be increased introducing additional free flow spillway matching new dam height. This article presents the application of this principle on mine tailing reservoir of the Lead, Zinc and Copper Mine and Flotation “Rudnik”, mount Rudnik, Serbia. The achieved goal is improved flood flows and eco safety with maximum utilization of the existing reservoir structures and minimum investments.",
publisher = "Srpsko društvo za zaštitu voda",
journal = "Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society",
title = "Velike vode i hidraulička bezbednost ispunjenih jalovišta",
pages = "50-45",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2504"
}

Batinić, B., Pavlović, D.,& Ranđelović, A.. (2019). Velike vode i hidraulička bezbednost ispunjenih jalovišta. in Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society
Srpsko društvo za zaštitu voda., 45-50.
https://hdl.handle.net/21.15107/rcub_grafar_2504

Batinić B, Pavlović D, Ranđelović A. Velike vode i hidraulička bezbednost ispunjenih jalovišta. in Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society. 2019;:45-50.
https://hdl.handle.net/21.15107/rcub_grafar_2504 .

Batinić, Božidar, Pavlović, Dragutin, Ranđelović, Anja, "Velike vode i hidraulička bezbednost ispunjenih jalovišta" in Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society (2019):45-50,
https://hdl.handle.net/21.15107/rcub_grafar_2504 .

TY  - JOUR
AU  - Milašinović, Miloš
AU  - Ranđelović, Anja
AU  - Jaćimović, Nenad
AU  - Prodanović, Dušan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1718
AB  - High urbanization puts many groundwater resources at risk of quality deterioration. Analyzing all viable potential groundwater contamination scenarios for good decision making requires reliable tool. Coupling several complex models in integrated modelling can often fail to perform in reasonable time. Possible solution in that case could be usage of simplified models in order to speed up long-term continuous calculations and simulations. The paper presents the application of the Cellular Automata (CA) approach in modelling of the contaminant transport under unsteady groundwater conditions. It compares the results obtained using coupled CA models with well-known analytical solutions and standard methods used for pollution transport modelling in groundwater conditions, such as coupled MODFLOW and MT3DMS. Results obtained in this paper show that CA approach can be satisfactorily used for simulations of unsteady groundwater conditions, caused by surface-groundwater interaction, and pollution transport, especially in diffusion dominant cases, gaining the reduction of simulation time up to 10 times.
T2  - Journal of Hydrology
T1  - Coupled groundwater hydrodynamic and pollution transport modelling using Cellular Automata approach
EP  - 666
SP  - 652
VL  - 576
DO  - 10.1016/j.jhydrol.2019.06.062
ER  - 

@article{
author = "Milašinović, Miloš and Ranđelović, Anja and Jaćimović, Nenad and Prodanović, Dušan",
year = "2019",
abstract = "High urbanization puts many groundwater resources at risk of quality deterioration. Analyzing all viable potential groundwater contamination scenarios for good decision making requires reliable tool. Coupling several complex models in integrated modelling can often fail to perform in reasonable time. Possible solution in that case could be usage of simplified models in order to speed up long-term continuous calculations and simulations. The paper presents the application of the Cellular Automata (CA) approach in modelling of the contaminant transport under unsteady groundwater conditions. It compares the results obtained using coupled CA models with well-known analytical solutions and standard methods used for pollution transport modelling in groundwater conditions, such as coupled MODFLOW and MT3DMS. Results obtained in this paper show that CA approach can be satisfactorily used for simulations of unsteady groundwater conditions, caused by surface-groundwater interaction, and pollution transport, especially in diffusion dominant cases, gaining the reduction of simulation time up to 10 times.",
journal = "Journal of Hydrology",
title = "Coupled groundwater hydrodynamic and pollution transport modelling using Cellular Automata approach",
pages = "666-652",
volume = "576",
doi = "10.1016/j.jhydrol.2019.06.062"
}

Milašinović, M., Ranđelović, A., Jaćimović, N.,& Prodanović, D.. (2019). Coupled groundwater hydrodynamic and pollution transport modelling using Cellular Automata approach. in Journal of Hydrology, 576, 652-666.
https://doi.org/10.1016/j.jhydrol.2019.06.062

Milašinović M, Ranđelović A, Jaćimović N, Prodanović D. Coupled groundwater hydrodynamic and pollution transport modelling using Cellular Automata approach. in Journal of Hydrology. 2019;576:652-666.
doi:10.1016/j.jhydrol.2019.06.062 .

Milašinović, Miloš, Ranđelović, Anja, Jaćimović, Nenad, Prodanović, Dušan, "Coupled groundwater hydrodynamic and pollution transport modelling using Cellular Automata approach" in Journal of Hydrology, 576 (2019):652-666,
https://doi.org/10.1016/j.jhydrol.2019.06.062 . .

TY  - CONF
AU  - Milašinović, Miloš
AU  - Ranđelović, Anja
AU  - Jaćimović, Nenad
AU  - Prodanović, Dušan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1656
PB  - Springer International Publishing, Cham
C3  - New Trends in Urban Drainage Modelling: UDM 2018
T1  - Cellular Automata Approach for 2D Pollution Transport Modelling in Urban Groundwater
EP  - 770
SP  - 765
DO  - 10.1007/978-3-319-99867-1_132
ER  - 

@conference{
author = "Milašinović, Miloš and Ranđelović, Anja and Jaćimović, Nenad and Prodanović, Dušan",
year = "2019",
publisher = "Springer International Publishing, Cham",
journal = "New Trends in Urban Drainage Modelling: UDM 2018",
title = "Cellular Automata Approach for 2D Pollution Transport Modelling in Urban Groundwater",
pages = "770-765",
doi = "10.1007/978-3-319-99867-1_132"
}

Milašinović, M., Ranđelović, A., Jaćimović, N.,& Prodanović, D.. (2019). Cellular Automata Approach for 2D Pollution Transport Modelling in Urban Groundwater. in New Trends in Urban Drainage Modelling: UDM 2018
Springer International Publishing, Cham., 765-770.
https://doi.org/10.1007/978-3-319-99867-1_132

Milašinović M, Ranđelović A, Jaćimović N, Prodanović D. Cellular Automata Approach for 2D Pollution Transport Modelling in Urban Groundwater. in New Trends in Urban Drainage Modelling: UDM 2018. 2019;:765-770.
doi:10.1007/978-3-319-99867-1_132 .

Milašinović, Miloš, Ranđelović, Anja, Jaćimović, Nenad, Prodanović, Dušan, "Cellular Automata Approach for 2D Pollution Transport Modelling in Urban Groundwater" in New Trends in Urban Drainage Modelling: UDM 2018 (2019):765-770,
https://doi.org/10.1007/978-3-319-99867-1_132 . .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1606
AB  - This paper presents analysis of the flow capacity for key elements for water evacuation from mine tailing dam: drainage system and bell-mouth spillway. The two systems are checked in the case when dam height is increased for 10 m, which is a standard procedure performed to increase the flotation capacity. Under normal operating conditions, flow capacity is sufficient, while extreme condition – most probable flood – requires that the entire volume of the flood is placed in the flotation accumulation volume.
PB  - Srpsko društvo za zaštitu voda, Beograd
C3  - Zbornik radova 47. konferencije o aktuelnim temama korišćenja i zaštite voda Voda 2018 , Soko Banja, 12.-14. jun 2018. = Conference Proceedings [of] 47th Annual Conference of the Serbian Water Pollution Control Society Water 2018
T1  - Secure evacuation of flotation leachate : case study "Rudnik"
T1  - Bezbedna evakuacija provirnih voda jalovišta primer jalovišta Rudnik
EP  - 360
SP  - 357
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1606
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin and Ranđelović, Anja",
year = "2018",
abstract = "This paper presents analysis of the flow capacity for key elements for water evacuation from mine tailing dam: drainage system and bell-mouth spillway. The two systems are checked in the case when dam height is increased for 10 m, which is a standard procedure performed to increase the flotation capacity. Under normal operating conditions, flow capacity is sufficient, while extreme condition – most probable flood – requires that the entire volume of the flood is placed in the flotation accumulation volume.",
publisher = "Srpsko društvo za zaštitu voda, Beograd",
journal = "Zbornik radova 47. konferencije o aktuelnim temama korišćenja i zaštite voda Voda 2018 , Soko Banja, 12.-14. jun 2018. = Conference Proceedings [of] 47th Annual Conference of the Serbian Water Pollution Control Society Water 2018",
title = "Secure evacuation of flotation leachate : case study "Rudnik", Bezbedna evakuacija provirnih voda jalovišta primer jalovišta Rudnik",
pages = "360-357",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1606"
}

Batinić, B., Pavlović, D.,& Ranđelović, A.. (2018). Secure evacuation of flotation leachate : case study "Rudnik". in Zbornik radova 47. konferencije o aktuelnim temama korišćenja i zaštite voda Voda 2018 , Soko Banja, 12.-14. jun 2018. = Conference Proceedings [of] 47th Annual Conference of the Serbian Water Pollution Control Society Water 2018
Srpsko društvo za zaštitu voda, Beograd., 357-360.
https://hdl.handle.net/21.15107/rcub_grafar_1606

Batinić B, Pavlović D, Ranđelović A. Secure evacuation of flotation leachate : case study "Rudnik". in Zbornik radova 47. konferencije o aktuelnim temama korišćenja i zaštite voda Voda 2018 , Soko Banja, 12.-14. jun 2018. = Conference Proceedings [of] 47th Annual Conference of the Serbian Water Pollution Control Society Water 2018. 2018;:357-360.
https://hdl.handle.net/21.15107/rcub_grafar_1606 .

Batinić, Božidar, Pavlović, Dragutin, Ranđelović, Anja, "Secure evacuation of flotation leachate : case study "Rudnik"" in Zbornik radova 47. konferencije o aktuelnim temama korišćenja i zaštite voda Voda 2018 , Soko Banja, 12.-14. jun 2018. = Conference Proceedings [of] 47th Annual Conference of the Serbian Water Pollution Control Society Water 2018 (2018):357-360,
https://hdl.handle.net/21.15107/rcub_grafar_1606 .

TY  - JOUR
AU  - Zhang, Kefeng
AU  - Ranđelović, Anja
AU  - Deletić, Ana
AU  - Page, Declan
AU  - McCarthy, David
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/921
AB  - This study proposes a new stormwater biofilter validation approach, using a process-based model of micropollutant removal in stormwater biofilters. The model performance was assessed against in-situ challenge tests conducted on a field biofilter under challenging operational conditions for removing four herbicides (atrazine, simazine, prometryn and glyphosate). Two-site adsorption kinetics were used on the laboratory results to estimate parameters; the estimated Koc (soil organic carbon-water partitioning coefficient) corresponded well with literature values, while fe (instantaneous adsorption fraction) and αk (kinetic adsorption rate) differed from the literature. The agreement between modelled outflow concentrations and in-situ challenge tests was good for prometryn (Nash-Sutcliffe coefficient, E = 0.60) and moderate for glyphosate (E = 0.45), with up to 20% over-prediction of peak outflow concentrations. Poor performance were found for atrazine and simazine (E = 0.30). The prediction uncertainties were bigger after long dry periods, which was attributed to complex processes (biodegradation and evaporation) not captured in either the laboratory column experiments or the model.
PB  - Taylor and Francis Ltd.
T2  - Urban Water Journal
T1  - Can we use a simple modelling tool to validate stormwater biofilters for herbicides treatment?
DO  - 10.1080/1573062X.2018.1508593
ER  - 

@article{
author = "Zhang, Kefeng and Ranđelović, Anja and Deletić, Ana and Page, Declan and McCarthy, David",
year = "2018",
abstract = "This study proposes a new stormwater biofilter validation approach, using a process-based model of micropollutant removal in stormwater biofilters. The model performance was assessed against in-situ challenge tests conducted on a field biofilter under challenging operational conditions for removing four herbicides (atrazine, simazine, prometryn and glyphosate). Two-site adsorption kinetics were used on the laboratory results to estimate parameters; the estimated Koc (soil organic carbon-water partitioning coefficient) corresponded well with literature values, while fe (instantaneous adsorption fraction) and αk (kinetic adsorption rate) differed from the literature. The agreement between modelled outflow concentrations and in-situ challenge tests was good for prometryn (Nash-Sutcliffe coefficient, E = 0.60) and moderate for glyphosate (E = 0.45), with up to 20% over-prediction of peak outflow concentrations. Poor performance were found for atrazine and simazine (E = 0.30). The prediction uncertainties were bigger after long dry periods, which was attributed to complex processes (biodegradation and evaporation) not captured in either the laboratory column experiments or the model.",
publisher = "Taylor and Francis Ltd.",
journal = "Urban Water Journal",
title = "Can we use a simple modelling tool to validate stormwater biofilters for herbicides treatment?",
doi = "10.1080/1573062X.2018.1508593"
}

Zhang, K., Ranđelović, A., Deletić, A., Page, D.,& McCarthy, D.. (2018). Can we use a simple modelling tool to validate stormwater biofilters for herbicides treatment?. in Urban Water Journal
Taylor and Francis Ltd...
https://doi.org/10.1080/1573062X.2018.1508593

Zhang K, Ranđelović A, Deletić A, Page D, McCarthy D. Can we use a simple modelling tool to validate stormwater biofilters for herbicides treatment?. in Urban Water Journal. 2018;.
doi:10.1080/1573062X.2018.1508593 .

Zhang, Kefeng, Ranđelović, Anja, Deletić, Ana, Page, Declan, McCarthy, David, "Can we use a simple modelling tool to validate stormwater biofilters for herbicides treatment?" in Urban Water Journal (2018),
https://doi.org/10.1080/1573062X.2018.1508593 . .

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 . .

TY  - CONF
AU  - Vasilić, Željko
AU  - Ranđelović, Anja
AU  - Pavlović, Dragutin
AU  - Stanić, Miloš
AU  - Prodanović, Dušan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3122
AB  - The uncertainty of the input data for infiltration systems (e.g. estimates of stormwater flow,
pollution, terrain characteristics) favors the use of simple physically based models, such as the
Green-Ampt method. The modification of the method, presented in this paper refers to the
introduction of a time-changing ponding depth, which allows for continuous calculation of the
position of the wetting front in the system, without changes in the boundary conditions at every
time step (an analytical solution). Initial testing shows promising results for the infiltration basin,
and future results will include testing of a biofiltration unit.
PB  - ICUD 2017, Prague, Czech Republic
C3  - ICUD 2017 - 14th IWA/IAHR International Conference on Urban Drainage - Conference Proceedings, Prague, Czech Republic
T1  - Modifying the Green-Ampt Method to Model Different Types of Infiltration Systems
EP  - 1067
SP  - 1065
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3122
ER  - 

@conference{
author = "Vasilić, Željko and Ranđelović, Anja and Pavlović, Dragutin and Stanić, Miloš and Prodanović, Dušan",
year = "2017",
abstract = "The uncertainty of the input data for infiltration systems (e.g. estimates of stormwater flow,
pollution, terrain characteristics) favors the use of simple physically based models, such as the
Green-Ampt method. The modification of the method, presented in this paper refers to the
introduction of a time-changing ponding depth, which allows for continuous calculation of the
position of the wetting front in the system, without changes in the boundary conditions at every
time step (an analytical solution). Initial testing shows promising results for the infiltration basin,
and future results will include testing of a biofiltration unit.",
publisher = "ICUD 2017, Prague, Czech Republic",
journal = "ICUD 2017 - 14th IWA/IAHR International Conference on Urban Drainage - Conference Proceedings, Prague, Czech Republic",
title = "Modifying the Green-Ampt Method to Model Different Types of Infiltration Systems",
pages = "1067-1065",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3122"
}

Vasilić, Ž., Ranđelović, A., Pavlović, D., Stanić, M.,& Prodanović, D.. (2017). Modifying the Green-Ampt Method to Model Different Types of Infiltration Systems. in ICUD 2017 - 14th IWA/IAHR International Conference on Urban Drainage - Conference Proceedings, Prague, Czech Republic
ICUD 2017, Prague, Czech Republic., 1065-1067.
https://hdl.handle.net/21.15107/rcub_grafar_3122

Vasilić Ž, Ranđelović A, Pavlović D, Stanić M, Prodanović D. Modifying the Green-Ampt Method to Model Different Types of Infiltration Systems. in ICUD 2017 - 14th IWA/IAHR International Conference on Urban Drainage - Conference Proceedings, Prague, Czech Republic. 2017;:1065-1067.
https://hdl.handle.net/21.15107/rcub_grafar_3122 .

Vasilić, Željko, Ranđelović, Anja, Pavlović, Dragutin, Stanić, Miloš, Prodanović, Dušan, "Modifying the Green-Ampt Method to Model Different Types of Infiltration Systems" in ICUD 2017 - 14th IWA/IAHR International Conference on Urban Drainage - Conference Proceedings, Prague, Czech Republic (2017):1065-1067,
https://hdl.handle.net/21.15107/rcub_grafar_3122 .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1552
PB  - Srpsko društvo za zaštitu voda, Beograd
C3  - Voda 2017 : zbornik radova 46. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda = Water 2017 : Conference Proceedings 46th Annual Conference of the Serbian Water Pollution Control Society, Vršac, 6-8. jun 2017
T1  - Neki problemi sakupljanja drenažnih voda jalovišta
EP  - 286
SP  - 281
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1552
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin and Ranđelović, Anja",
year = "2017",
publisher = "Srpsko društvo za zaštitu voda, Beograd",
journal = "Voda 2017 : zbornik radova 46. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda = Water 2017 : Conference Proceedings 46th Annual Conference of the Serbian Water Pollution Control Society, Vršac, 6-8. jun 2017",
title = "Neki problemi sakupljanja drenažnih voda jalovišta",
pages = "286-281",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1552"
}

Batinić, B., Pavlović, D.,& Ranđelović, A.. (2017). Neki problemi sakupljanja drenažnih voda jalovišta. in Voda 2017 : zbornik radova 46. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda = Water 2017 : Conference Proceedings 46th Annual Conference of the Serbian Water Pollution Control Society, Vršac, 6-8. jun 2017
Srpsko društvo za zaštitu voda, Beograd., 281-286.
https://hdl.handle.net/21.15107/rcub_grafar_1552

Batinić B, Pavlović D, Ranđelović A. Neki problemi sakupljanja drenažnih voda jalovišta. in Voda 2017 : zbornik radova 46. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda = Water 2017 : Conference Proceedings 46th Annual Conference of the Serbian Water Pollution Control Society, Vršac, 6-8. jun 2017. 2017;:281-286.
https://hdl.handle.net/21.15107/rcub_grafar_1552 .

Batinić, Božidar, Pavlović, Dragutin, Ranđelović, Anja, "Neki problemi sakupljanja drenažnih voda jalovišta" in Voda 2017 : zbornik radova 46. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda = Water 2017 : Conference Proceedings 46th Annual Conference of the Serbian Water Pollution Control Society, Vršac, 6-8. jun 2017 (2017):281-286,
https://hdl.handle.net/21.15107/rcub_grafar_1552 .

TY  - THES
AU  - Ranđelović, Anja
PY  - 2016
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=4943
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:15509/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=48822799
UR  - http://nardus.mpn.gov.rs/123456789/8086
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1697
AB  - Biofiltration systems, also known as bioretentions or rain-gardens, are widely used for stormwater treatment. In order to successfully design biofilters, it is important to improve models that can predict their performance. This thesis presents a rare model that can simulate removal of a wide range of micro-pollutants from stormwater by biofilters. The model is based on (1) a bucket approach for water flow simulation, and (2) advection/dispersion transport equations for pollutant transport and fate. The latter includes chemical non-equilibrium two-site model of sorption, first-order decay, and volatilization, thus is a compromise between the limited availability of data (on stormwater micro-pollutants) and the required complexity to accurately describe the nature of the phenomenon.The model was calibrated and independently validated on two field data series collected for different organic micro-pollutants at two biofilters of different design. This included data on triazines (atrazine, prometryn, and simazine), glyphosate, and chloroform. The data included variable and challenging biofilter operational conditions; e.g. variable inflow volumes, dry and wet period dynamics, and inflow pollutant concentrations. The model was able to simulate water flow well, with slight discrepancies being observed only during long dry periods when, presumably, soil cracking occurred. In general, the agreement between simulated and measured pollutographs was good. As with flows, the long dry periods posed a problem for water quality simulation (e.g. simazine and prometryn were difficult to model in low inflow events that followed prolonged dry periods). However, it was encouraging that pollutant transport and fate parameters estimated by the model calibration were in agreement with available literature data. This suggests that the model could probably be adopted for assessment of biofilter performance of other stormwater micro-pollutants (PAHs, phenols, phthalates, etc.). The model, therefore, could be applied in practice for sizing of biofilter systems and their validation monitoring, when used for stormwater harvesting.The model was run with laboratory data from batch studies (fluorescein as referent pollutant) and column studies (herbicides: atrazine, prometryn, simazine, glyphosate). A procedure was developed for the estimation of parameters from batch studies, and a regular calibration method was used for parameter estimation from column tests. Parameters for both sorption and degradation were found to be underestimated from batch studies. This is hypothesized to be due to differences in the water to soil ratio in batch studies, when compared to the field. The sorption parameters estimated from columns were also somewhat underestimated, and when used with the model produced higher outflow pollutant concentrations. This is especially the case with glyphosate, and only slightly with the triazines. Column studies also indicate less-kinetic-sorption behaviour when compared with the field data. It is hypothesized that kinetic sorption behaviour on the field may be apparent, and a consequence of the assumption that the flow is one dimensional, when in reality it is not, leading to conclusion that the kinetic behaviour is due to structural heterogeneity of the biofiltration material, rather than chemical.Uncertainty analysis was conducted using GLUE methodology that pointed the most sensitive parameters: soil-water partitioning coefficient and fraction of sites prone to instantaneous sorption. Additionally, the predictive uncertainty was assessed by making 95% confidence intervals for model predictions, and it suggested that the model is sound.
AB  - Биофилтерски системи, познати и као биоретензије или кишне баште, се често користе за третман кишних вода. Да би биофилтери били успешно пројектовани, неопходно је побољшање модела који могу да предвиде њихово понашање. Ова дисертација садржи модел који може да симулира отклањање шире групе микрополутаната из кишних вода помоћу биофилтера. Модел је базиран на (1) методи линеарних резервоара којима се описује ток воде и (2) адвективно-дисперзивне транспортне једначине за транспорт микрополутаната. Транспортна једначина садржи и модел за хемијски неуравнотежену двостепену сорпцију, биоразградњу по реакцији првог реда, и волатилизацију, и тако представља компромис између ограничених података (о микрополутантима у кишном отицају) и неопходне сложености да се опише природа феномена.Модел је калибрисан и независно верификован на две серије теренских података прикупљене за различите органске микрополутанте на два биофилтера. Подаци су о триазинима (атразин, прометрин, симазин), глифосату, и хлороформу. Подаци обухватају оперативне услове који су варијабилни и изазовни: варијабилне запремине воде на улазу у биофилтер, различиту динамику сушних и кишних периода и варијабилне концентрације загађивача у кишној води. Модел је успешно симулирао ток воде, са разликама у мереним и симулираним вредностима протока уочљивим у периодима после дугих суша, када је земљиште испуцало. Слагање између симулираних и мерених полутограма је било углавном добро. Као и са протоцима, дуги сушни периоди су представљали проблем и за симулације квалитета воде (нпр. симазин и прометрин нису најбоље моделирани у периоду маловодних кишних епизода које су уследиле после дугог сушног периода). Међутим, било је охрабрујуће да су параметри модел за транспорт полутаната оцењени путем калибрације били у сагласности са вредностима у литератури. Ово даје назнаке да би модел могао да се користи и за симулирање понашања других микрополутанта (полицикличних угљоводоница, фенола,фталата, итд.) у биофилтерима. Модел би, дакле, могао да се примени и у пракси за димензионисање биофилтерских система и валидациони мониторинг.Модел је испробан и са лабораторијским подацима са batch тестова (флуоресцеин као референтни микрополутант) и са колона (хербициди: атразин, прометрин, симазин и глифосат). Развијена је процедура за процену параматера модела коришћењем података са batch тестова, а подаци са колона су коришћени за калибрацију модела. Параметри модела који описују сорпцију и биоразградњу одређени помоћу batch тестова су били мало потцењени. Сматра се да је узрок томе различит однос земљиште-вода који је примењен у тестовима у односу на онај који се налазио на терену. Сорпциони параметри одређени са колона су такође били мало потцењени, и давали су веће излазне концентрације микрополутаната. Ово је посебно случај са глифосатом, и мало мање са триазинима. Подаци са колона су показали да се у њима одвија процес сорпције који има далеко мање карактеристику кинетике, него оно што су показали подаци са терена. Сматра се да је кинетика сорпције на терену вероватно привидна, и да је последица претпоставке да је ток воде кроз биофилтер једнодимензионалан. Такође се сматра да је један од разлога за привидно кинетичке карактеристике сорпције на терену структурална хетерогеност биофилтерског материјала, а не хемијска (што је претпоставка модела).Анализа неодређености је спроведена коришћењем GLUE методологије која је указала на најосетљивије параметре модела: коефицијент партиције и проценат сорпционих места која су склона инстант сорпцији. Додатно, направљен је 95% интервал поверења, који је показао да је већина мерења добро обухваћена моделом.
PB  - Универзитет у Београду, Грађевински факултет
T2  - Универзитет у Београду
T1  - Modelling transport of micropollutants in biofiltration systems for stormwater treatment
UR  - https://hdl.handle.net/21.15107/rcub_nardus_8086
ER  - 

@phdthesis{
author = "Ranđelović, Anja",
year = "2016",
abstract = "Biofiltration systems, also known as bioretentions or rain-gardens, are widely used for stormwater treatment. In order to successfully design biofilters, it is important to improve models that can predict their performance. This thesis presents a rare model that can simulate removal of a wide range of micro-pollutants from stormwater by biofilters. The model is based on (1) a bucket approach for water flow simulation, and (2) advection/dispersion transport equations for pollutant transport and fate. The latter includes chemical non-equilibrium two-site model of sorption, first-order decay, and volatilization, thus is a compromise between the limited availability of data (on stormwater micro-pollutants) and the required complexity to accurately describe the nature of the phenomenon.The model was calibrated and independently validated on two field data series collected for different organic micro-pollutants at two biofilters of different design. This included data on triazines (atrazine, prometryn, and simazine), glyphosate, and chloroform. The data included variable and challenging biofilter operational conditions; e.g. variable inflow volumes, dry and wet period dynamics, and inflow pollutant concentrations. The model was able to simulate water flow well, with slight discrepancies being observed only during long dry periods when, presumably, soil cracking occurred. In general, the agreement between simulated and measured pollutographs was good. As with flows, the long dry periods posed a problem for water quality simulation (e.g. simazine and prometryn were difficult to model in low inflow events that followed prolonged dry periods). However, it was encouraging that pollutant transport and fate parameters estimated by the model calibration were in agreement with available literature data. This suggests that the model could probably be adopted for assessment of biofilter performance of other stormwater micro-pollutants (PAHs, phenols, phthalates, etc.). The model, therefore, could be applied in practice for sizing of biofilter systems and their validation monitoring, when used for stormwater harvesting.The model was run with laboratory data from batch studies (fluorescein as referent pollutant) and column studies (herbicides: atrazine, prometryn, simazine, glyphosate). A procedure was developed for the estimation of parameters from batch studies, and a regular calibration method was used for parameter estimation from column tests. Parameters for both sorption and degradation were found to be underestimated from batch studies. This is hypothesized to be due to differences in the water to soil ratio in batch studies, when compared to the field. The sorption parameters estimated from columns were also somewhat underestimated, and when used with the model produced higher outflow pollutant concentrations. This is especially the case with glyphosate, and only slightly with the triazines. Column studies also indicate less-kinetic-sorption behaviour when compared with the field data. It is hypothesized that kinetic sorption behaviour on the field may be apparent, and a consequence of the assumption that the flow is one dimensional, when in reality it is not, leading to conclusion that the kinetic behaviour is due to structural heterogeneity of the biofiltration material, rather than chemical.Uncertainty analysis was conducted using GLUE methodology that pointed the most sensitive parameters: soil-water partitioning coefficient and fraction of sites prone to instantaneous sorption. Additionally, the predictive uncertainty was assessed by making 95% confidence intervals for model predictions, and it suggested that the model is sound., Биофилтерски системи, познати и као биоретензије или кишне баште, се често користе за третман кишних вода. Да би биофилтери били успешно пројектовани, неопходно је побољшање модела који могу да предвиде њихово понашање. Ова дисертација садржи модел који може да симулира отклањање шире групе микрополутаната из кишних вода помоћу биофилтера. Модел је базиран на (1) методи линеарних резервоара којима се описује ток воде и (2) адвективно-дисперзивне транспортне једначине за транспорт микрополутаната. Транспортна једначина садржи и модел за хемијски неуравнотежену двостепену сорпцију, биоразградњу по реакцији првог реда, и волатилизацију, и тако представља компромис између ограничених података (о микрополутантима у кишном отицају) и неопходне сложености да се опише природа феномена.Модел је калибрисан и независно верификован на две серије теренских података прикупљене за различите органске микрополутанте на два биофилтера. Подаци су о триазинима (атразин, прометрин, симазин), глифосату, и хлороформу. Подаци обухватају оперативне услове који су варијабилни и изазовни: варијабилне запремине воде на улазу у биофилтер, различиту динамику сушних и кишних периода и варијабилне концентрације загађивача у кишној води. Модел је успешно симулирао ток воде, са разликама у мереним и симулираним вредностима протока уочљивим у периодима после дугих суша, када је земљиште испуцало. Слагање између симулираних и мерених полутограма је било углавном добро. Као и са протоцима, дуги сушни периоди су представљали проблем и за симулације квалитета воде (нпр. симазин и прометрин нису најбоље моделирани у периоду маловодних кишних епизода које су уследиле после дугог сушног периода). Међутим, било је охрабрујуће да су параметри модел за транспорт полутаната оцењени путем калибрације били у сагласности са вредностима у литератури. Ово даје назнаке да би модел могао да се користи и за симулирање понашања других микрополутанта (полицикличних угљоводоница, фенола,фталата, итд.) у биофилтерима. Модел би, дакле, могао да се примени и у пракси за димензионисање биофилтерских система и валидациони мониторинг.Модел је испробан и са лабораторијским подацима са batch тестова (флуоресцеин као референтни микрополутант) и са колона (хербициди: атразин, прометрин, симазин и глифосат). Развијена је процедура за процену параматера модела коришћењем података са batch тестова, а подаци са колона су коришћени за калибрацију модела. Параметри модела који описују сорпцију и биоразградњу одређени помоћу batch тестова су били мало потцењени. Сматра се да је узрок томе различит однос земљиште-вода који је примењен у тестовима у односу на онај који се налазио на терену. Сорпциони параметри одређени са колона су такође били мало потцењени, и давали су веће излазне концентрације микрополутаната. Ово је посебно случај са глифосатом, и мало мање са триазинима. Подаци са колона су показали да се у њима одвија процес сорпције који има далеко мање карактеристику кинетике, него оно што су показали подаци са терена. Сматра се да је кинетика сорпције на терену вероватно привидна, и да је последица претпоставке да је ток воде кроз биофилтер једнодимензионалан. Такође се сматра да је један од разлога за привидно кинетичке карактеристике сорпције на терену структурална хетерогеност биофилтерског материјала, а не хемијска (што је претпоставка модела).Анализа неодређености је спроведена коришћењем GLUE методологије која је указала на најосетљивије параметре модела: коефицијент партиције и проценат сорпционих места која су склона инстант сорпцији. Додатно, направљен је 95% интервал поверења, који је показао да је већина мерења добро обухваћена моделом.",
publisher = "Универзитет у Београду, Грађевински факултет",
journal = "Универзитет у Београду",
title = "Modelling transport of micropollutants in biofiltration systems for stormwater treatment",
url = "https://hdl.handle.net/21.15107/rcub_nardus_8086"
}

Ranđelović, A.. (2016). Modelling transport of micropollutants in biofiltration systems for stormwater treatment. in Универзитет у Београду
Универзитет у Београду, Грађевински факултет..
https://hdl.handle.net/21.15107/rcub_nardus_8086

Ranđelović A. Modelling transport of micropollutants in biofiltration systems for stormwater treatment. in Универзитет у Београду. 2016;.
https://hdl.handle.net/21.15107/rcub_nardus_8086 .

Ranđelović, Anja, "Modelling transport of micropollutants in biofiltration systems for stormwater treatment" in Универзитет у Београду (2016),
https://hdl.handle.net/21.15107/rcub_nardus_8086 .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1498
PB  - Univerzitet u Beogradu, Građevinski fakultet, Beograd
C3  - Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.
T1  - Merni objekat za kontrolu zahtevanog minimalnog protoka na Kriveljskoj reci
EP  - 236
SP  - 231
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1498
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin and Ranđelović, Anja",
year = "2016",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Beograd",
journal = "Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.",
title = "Merni objekat za kontrolu zahtevanog minimalnog protoka na Kriveljskoj reci",
pages = "236-231",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1498"
}

Batinić, B., Pavlović, D.,& Ranđelović, A.. (2016). Merni objekat za kontrolu zahtevanog minimalnog protoka na Kriveljskoj reci. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.
Univerzitet u Beogradu, Građevinski fakultet, Beograd., 231-236.
https://hdl.handle.net/21.15107/rcub_grafar_1498

Batinić B, Pavlović D, Ranđelović A. Merni objekat za kontrolu zahtevanog minimalnog protoka na Kriveljskoj reci. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:231-236.
https://hdl.handle.net/21.15107/rcub_grafar_1498 .

Batinić, Božidar, Pavlović, Dragutin, Ranđelović, Anja, "Merni objekat za kontrolu zahtevanog minimalnog protoka na Kriveljskoj reci" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):231-236,
https://hdl.handle.net/21.15107/rcub_grafar_1498 .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1489
AB  - Increase of the storage capacity od Selište reservoir on the Zgrža stream on mountain Goč in the vicinity of the city of Vrnjačka Banja, has to be achieved by an increase of the dam’s existing structures. The labyrinth weir is a good choice due to a substantial increase in the weir crest length, while keeping the overflow head low. The use of the labyrinth weir additionally achieves the maximization in the storage capacity. This paper presents the existing state of dam, overtopping design concept, hydraulic calculation and proposed design.
PB  - Srpsko društvo za zaštitu voda, Beograd
C3  - Voda 2016 : zbornik radova 45. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 15.-17. jun 2016. = Water 2016 : Conference Proceedings 45th Annual Conference of the Serbian Water Pollution Control Society
T1  - Increase of "Selište" dam weir capacity
T1  - Povećanje kapaciteta preliva na brani ,,Selište''
EP  - 136
SP  - 129
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1489
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin and Ranđelović, Anja",
year = "2016",
abstract = "Increase of the storage capacity od Selište reservoir on the Zgrža stream on mountain Goč in the vicinity of the city of Vrnjačka Banja, has to be achieved by an increase of the dam’s existing structures. The labyrinth weir is a good choice due to a substantial increase in the weir crest length, while keeping the overflow head low. The use of the labyrinth weir additionally achieves the maximization in the storage capacity. This paper presents the existing state of dam, overtopping design concept, hydraulic calculation and proposed design.",
publisher = "Srpsko društvo za zaštitu voda, Beograd",
journal = "Voda 2016 : zbornik radova 45. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 15.-17. jun 2016. = Water 2016 : Conference Proceedings 45th Annual Conference of the Serbian Water Pollution Control Society",
title = "Increase of "Selište" dam weir capacity, Povećanje kapaciteta preliva na brani ,,Selište''",
pages = "136-129",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1489"
}

Batinić, B., Pavlović, D.,& Ranđelović, A.. (2016). Increase of "Selište" dam weir capacity. in Voda 2016 : zbornik radova 45. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 15.-17. jun 2016. = Water 2016 : Conference Proceedings 45th Annual Conference of the Serbian Water Pollution Control Society
Srpsko društvo za zaštitu voda, Beograd., 129-136.
https://hdl.handle.net/21.15107/rcub_grafar_1489

Batinić B, Pavlović D, Ranđelović A. Increase of "Selište" dam weir capacity. in Voda 2016 : zbornik radova 45. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 15.-17. jun 2016. = Water 2016 : Conference Proceedings 45th Annual Conference of the Serbian Water Pollution Control Society. 2016;:129-136.
https://hdl.handle.net/21.15107/rcub_grafar_1489 .

Batinić, Božidar, Pavlović, Dragutin, Ranđelović, Anja, "Increase of "Selište" dam weir capacity" in Voda 2016 : zbornik radova 45. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 15.-17. jun 2016. = Water 2016 : Conference Proceedings 45th Annual Conference of the Serbian Water Pollution Control Society (2016):129-136,
https://hdl.handle.net/21.15107/rcub_grafar_1489 .

TY  - JOUR
AU  - Prodanović, Veljko
AU  - Ranđelović, Anja
AU  - Vasilić, Željko
AU  - Jaćimović, Nenad
AU  - Stanić, Miloš
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/756
AB  - This work shows a way to size and calibrate parameters of urban stormwater collection and treatment infiltration system. Its design allows collection of stormwater runoff events for a 2 year return period and infiltration time of less than a period between two critical stormwater events. Functioning of this system has been trialed with chaleng tests, loading the system with clean water, and results obtained have been used to calibrate preliminary hydrodynamic model. This model consists of two parts, one that follows water balanse in infiltration system, and second part which models the infiltration by using simplified Green-Ampt equations. Calibration of the model has been performed by using PEST methodology, and acquired parameter values have been subjected to sensitivity analysis. Conslusions obtained from the model have been used to design monitoring sollution for infitration system, which enables continues performance measurements of the system.
AB  - U radu se prikazuje dimenzionisanje i kalibracija parametara infiltracionog sistema za prikupljanje i tretman kišnice sa urbanog sliva. Sistem je dimenzionisan tako da prihvati kritične kišne epizode povratnog perioda od 2 godine i da ih infiltrira za period manji od razmaka dva uzastopna kritična kišna događaja. Funkcionisanje sistema je provereno probnim opterećenjem sa čistom vodom i ovi rezultati su iskorišćeni za kalibraciju preliminarnog hidrodinamičkog modela. Model sadrži deo koji prati bilans vode u infiltracionom sistemu i deo koji modelira infiltraciju uprošćenim Grin-Emptovim (Green-Ampt) jednačinama. Kalibracija je odrađena PEST metodologijom, a dobijene vrednosti parametara su proverene analizom osetljivosti modela. Zaključci dobijeni sa modela su iskorišćeni za projektovanje sistema za monitoring infiltracionog bazena, koji će omogućiti kontinualno merenje performansi sistema.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Sizing and calibration of urban stormwater infiltration system in Belgrade
T1  - Dimenzionisanje i kalibracija sistema za infiltraciju kišnice na urbanom slivu u Beogradu
EP  - 130
IS  - 1-3
SP  - 125
VL  - 48
UR  - https://hdl.handle.net/21.15107/rcub_grafar_756
ER  - 

@article{
author = "Prodanović, Veljko and Ranđelović, Anja and Vasilić, Željko and Jaćimović, Nenad and Stanić, Miloš",
year = "2016",
abstract = "This work shows a way to size and calibrate parameters of urban stormwater collection and treatment infiltration system. Its design allows collection of stormwater runoff events for a 2 year return period and infiltration time of less than a period between two critical stormwater events. Functioning of this system has been trialed with chaleng tests, loading the system with clean water, and results obtained have been used to calibrate preliminary hydrodynamic model. This model consists of two parts, one that follows water balanse in infiltration system, and second part which models the infiltration by using simplified Green-Ampt equations. Calibration of the model has been performed by using PEST methodology, and acquired parameter values have been subjected to sensitivity analysis. Conslusions obtained from the model have been used to design monitoring sollution for infitration system, which enables continues performance measurements of the system., U radu se prikazuje dimenzionisanje i kalibracija parametara infiltracionog sistema za prikupljanje i tretman kišnice sa urbanog sliva. Sistem je dimenzionisan tako da prihvati kritične kišne epizode povratnog perioda od 2 godine i da ih infiltrira za period manji od razmaka dva uzastopna kritična kišna događaja. Funkcionisanje sistema je provereno probnim opterećenjem sa čistom vodom i ovi rezultati su iskorišćeni za kalibraciju preliminarnog hidrodinamičkog modela. Model sadrži deo koji prati bilans vode u infiltracionom sistemu i deo koji modelira infiltraciju uprošćenim Grin-Emptovim (Green-Ampt) jednačinama. Kalibracija je odrađena PEST metodologijom, a dobijene vrednosti parametara su proverene analizom osetljivosti modela. Zaključci dobijeni sa modela su iskorišćeni za projektovanje sistema za monitoring infiltracionog bazena, koji će omogućiti kontinualno merenje performansi sistema.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Sizing and calibration of urban stormwater infiltration system in Belgrade, Dimenzionisanje i kalibracija sistema za infiltraciju kišnice na urbanom slivu u Beogradu",
pages = "130-125",
number = "1-3",
volume = "48",
url = "https://hdl.handle.net/21.15107/rcub_grafar_756"
}

Prodanović, V., Ranđelović, A., Vasilić, Ž., Jaćimović, N.,& Stanić, M.. (2016). Sizing and calibration of urban stormwater infiltration system in Belgrade. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 48(1-3), 125-130.
https://hdl.handle.net/21.15107/rcub_grafar_756

Prodanović V, Ranđelović A, Vasilić Ž, Jaćimović N, Stanić M. Sizing and calibration of urban stormwater infiltration system in Belgrade. in Vodoprivreda. 2016;48(1-3):125-130.
https://hdl.handle.net/21.15107/rcub_grafar_756 .

Prodanović, Veljko, Ranđelović, Anja, Vasilić, Željko, Jaćimović, Nenad, Stanić, Miloš, "Sizing and calibration of urban stormwater infiltration system in Belgrade" in Vodoprivreda, 48, no. 1-3 (2016):125-130,
https://hdl.handle.net/21.15107/rcub_grafar_756 .