29 results on '"Mickovski, S.B."'
Search Results
2. Developing a framework for the sustainability assessment of eco-engineering measures
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Mickovski, S.B. and Thomson, C.S.
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- 2017
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3. Incorporating the particularities of soil and water bioengineering works into a design methodology with monitoring feedback loops
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Tardio, G., primary, Mickovski, S.B., additional, and Sangalli, P., additional
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- 2019
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4. A nature-based solution selection framework: Criteria and processes for addressing hydro-meteorological hazards at open-air laboratories across Europe
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Gonzalez-Ollauri, A. Mickovski, S.B. Anderson, C.C. Debele, S. Emmanuel, R. Kumar, P. Loupis, M. Ommer, J. Pfeiffer, J. Panga, D. Pilla, F. Sannigrahi, S. Toth, E. Ukonmaanaho, L. Zieher, T. and Gonzalez-Ollauri, A. Mickovski, S.B. Anderson, C.C. Debele, S. Emmanuel, R. Kumar, P. Loupis, M. Ommer, J. Pfeiffer, J. Panga, D. Pilla, F. Sannigrahi, S. Toth, E. Ukonmaanaho, L. Zieher, T.
- Abstract
Nature-based solutions (NbS) can be beneficial to help human communities build resilience to climate change by managing and mitigating related hydro-meteorological hazards (HMHs). Substantial research has been carried out in the past on the detection and assessment of HMHs and their derived risks. Yet, knowledge on the performance and functioning of NbS to address these hazards is severely lacking. The latter is exacerbated by the lack of practical and viable approaches that would help identify and select NbS for specific problems. The EU-funded OPERANDUM project established seven Open-Air Laboratories (OALs) across Europe to co-develop, test, and generate an evidence base from innovative NbS deployed to address HMHs such as flooding, droughts, landslides, erosion, and eutrophication. Herein, we detail the original approaches that each OAL followed in the process of identifying and selecting NbS for specific hazards with the aim of proposing a novel, generic framework for selecting NbS. We found that the process of selecting NBS was overall complex and context-specific in all the OALs, and it comprised 26 steps distributed across three stages: (i) Problem recognition, (ii) NbS identification, and (iii) NbS selection. We also identified over 20 selection criteria which, in most cases, were shared across OALs and were chiefly related to sustainability aspects. All the identified NbS were related to the regulation of the water cycle, and they were mostly chosen according to three main factors: (i) hazard type, (ii) hazard scale, and (iii) OAL size. We noticed that OALs exposed to landslides and erosion selected NbS capable to manage water budgets within the soil compartment at the local or landscape scale, while OALs exposed to floods, droughts, and eutrophication selected approaches to managing water transport and storage at the catchment scale. We successfully portrayed a synthesis of the stages and steps followed in the OALs’ NbS selection process in a framework. Th
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- 2023
5. A decision support system for the evaluation of eco-engineering strategies for slope protection
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Mickovski, S.B., Van Beek, L.P.H., STOKES, ALEXIA, editor, SPANOS, IOANNIS, editor, NORRIS, JOANNE E., editor, and CAMMERAAT, ERIK, editor
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- 2007
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6. Uprooting resistance of vetiver grass (Vetiveria zizanioides)
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Mickovski, S.B., Beek, L.P.H van, Salin, F., STOKES, ALEXIA, editor, SPANOS, IOANNIS, editor, NORRIS, JOANNE E., editor, and CAMMERAAT, ERIK, editor
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- 2007
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7. Uprooting of vetiver uprooting resistance of vetiver grass (Vetiveria zizanioides)
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Mickovski, S.B., van Beek, L.P.H, and Salin, F.
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- 2005
8. Model and whole-plant studies on the anchorage capabilities of bulbs
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Mickovski, S.B. and Ennos, A.R.
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- 2003
9. Application of the NBS impact evaluation framework: NBS performance and impact evaluation case studies
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Dubovik, M., Dumitru, A., Wendling, L., Briega, P., Capobianco, V., Connop, S., Crespo, L., Fermoso, J., Giannico, V., Gómez, S., González, M., Kakoulaki, G., Kumar, P., Leppänen, S., Marijuan, R., Pablo, S., Pérez, J.A., Pilla, F., Rinta-Hiiro, V., Riquelme, H., Sánchez, E., Sánchez, I., Sánchez, J.C., Sánchez, R., San José, E., Sanz, J.M., Sanz, N., Serramia, J., Spano, G., Särkilahti, M., Tomé-Lourido, D., van de Sijpe, K., Verdugo, F., Villazán, A., Vos, P., Zulian, G., Allaert, K., Almenar, J.B., Arnbjerg-Nielsen, K., Baldacchini, C., Basco, L., Beaujouan, V., Benoit, G., Bockarjova, M., Bonelli, S., Bouzouidja, R., Butlin, T., Calatrava, J., Calfapietra, C., Cannavo, P., Caroppi, G., Chancibault, K., Cioffi, M., Dadvand, P., de Bellis, Y., de Keijzer, C., de la Hera, A., Decker, S., Djordjevic, S., Dushkova, D., Faneca, M., Fatima, Z., Ferracini, C., Fleury, G., García, I., García-Alcaraz, M., Gerundo, C., Gil-Roldán, E., Giordano, R., Giugni, M., Gonzalez-Ollauri, A., Guidolotti, G., Haase, D., Heredida, J., Hermawan, T., Herranz-Pascual, K., Hölscher, K., Jermakka, J., Kiss, M., Kraus, F., Körmöndi, B., Laikari, A., Laille, P., Lemée, C., Llorente, M., Lodder, M., Lourido, D.T., Macsinga, I., Manzano, M., Martelli, F., Martins, R., Mayor, B., McKnight, U., Mendizabal, M., Mendonça, R., Mickovski, S.B., Nash, C., Nadim, F., Nolan, P., Oen, A., Olsson, P., Olver, C., Paradiso, F., Petucco, C., Pisani, N., Piton, G., Pugliese, F., Rasmussen, M., Munro, K., Reich, E., Reichborn-Kjennerud, K., Renaud, F., Rhodes, M.L., Robles, V., Rodriguez, F., Roebeling, P., Ruangpan, L., Rugani, B., Rödl, A., Sánchez Torres, A., Sanesi, G., Scharf, B., Silvestri, F., Skodra, J., Stanganelli, M., Szkordilisz, F., Tacnet, J.-M., Vay, L., Vella, S., Vercelli, M., Vojinovic, Z., Werner, A., Wheeler, B., Young, C., Zoritaz, S., zu-Castell Rüdenhausen, M., Dumitru, Adina, and Wendling, Laura
- Abstract
No abstract available.
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- 2021
10. Indicators of NBS performance and impact
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Wendling, L., Dumitru, A., Arnbjerg-Nielsen, K., Baldacchini, C., Connop, S., Dubovik, M., Fermoso, J., Hölscher, K., Nadim, F., Pilla, F., Renaud, F., Rhodes, M.L., San José, E., Sánchez, R., Skodra, J., Tacnet, J.-M., Zulian, G., Allaert, K., Almassy, D., Ascenso, A., Babí Almenar, J., Basco, L., Beaujouan, V., Benoit, G., Bockarjova, M., Bode, N., Bonelli, S., Bouzouidja, R., Butlin, T., Calatrava, J., Calfapietra, C., Cannavo, P., Capobianco, V., Caroppi, G., Ceccherini, G., Chancibault, K., Cioffi, M., Coelho, S., Dadvand, P., de Bellis, Y., de Keijzer, C., de la Hera, A., De Vreese, R., Decker, S., Djordjevic, S., Dowling, C., Dushkova, D., Eiter, S., Faneca, M., Fatima, Z., Ferracini, C., Fjellstad, W., Fleury, G, Freyer, B., García, I., García-Alcaraz, M., Gerundo, C., Gil-Roldán, E., Giordano, R., Giugni, M., Goličnik Marušić, B., Gómez, S., González, M., Gonzalez-Ollauri, A., Guidolotti, G., Haase, D., Heredida, J., Hermawan, T., Herranz-Pascual, K., Jermakka, J., Jones, L., Kiss, M., Kraus, F., Körmöndi, B., Laikari, A., Laille, P., Lemée, C., Llorente, M., Lodder, M., Macsinga, I., Maes, J., Maia, S., Manderscheid, M., Manzano, M., Martelli, F., Martins, R., Mayor, B., McKnight, U., Mendizabal, M., Mendonça, R., Mickovski, S.B., Miranda, A.I., Moniz, G.C., Munro, K., Nash, C., Nolan, P., Oen, A., Olsson, P., Olver, C., Ozturk, E.D., Paradiso, F., Petucco, C., Pisani, N., Piton, G., Pugliese, F., Rasmussen, M., Ravknikar, Ž., Reich, E., Reichborn-Kjennerud, K., Rinta-Hiiro, V., Robles, V., Rodriguez, F., Roebeling, P., Ruangpan, L, Rugani, B, Rödl, A, Sánchez, I, Sánchez Torres, A, Sanesi, G, Sanz, J.M., Scharf, B., Silvestri, F., Spano, G., Stanganelli, M., Szkordilisz, F., Tomé-Lourido, D., Vay, L., Vela, S., Vercelli, M., Villazán, A., Vojinovic, Z., Werner, A., Wheeler, B., Young, C., Zorita, S., Zandersen, M., zu-Castell Rüdenhausen, M., Dumitru, Adina, and Wendling, Laura
- Abstract
No abstract available.
- Published
- 2021
11. Centrifuge modelling of soil slopes reinforced with vegetation
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Sonnenberg, R., Bransby, M.F., Hallett, P.D., Bengough, A.G., Mickovski, S.B., and Davies, M.C.R.
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Landslides -- Netherlands -- Mechanical properties ,Earth sciences ,Soil Science Society of America - Abstract
This paper reports a series of geotechnical centrifuge model tests conducted to investigate the mechanical reinforcement of slopes by vegetation. Some of the model slopes contained young willow trees, which were grown in controlled conditions to provide different root distributions and mechanical properties. Slopes were brought to failure in the centrifuge by increasing water pressures. The failure mechanisms were investigated photographically and using post-test excavation. By measuring the soil properties and pore pressures in each test when failure occurred, slope stability calculations could be performed for each slope failure. These back-calculations of stability suggest that only a small amount of reinforcement was provided by the root system even when it was grown for 290 days before testing. In contrast, the use of the measured root properties and a commonly used root reinforcement model suggests that significant reinforcement should have been provided by the roots. This disparity is probably due to either inappropriate assumptions made in the root reinforcement model or soil alteration produced by root growth. Such disparities may exist in the application of root reinforcement models to full-scale slopes and therefore require additional study. The modelling technique outlined in this paper is suitable for further investigation of root mechanical interactions with slopes. Key words: centrifuge modelling, landslides, root reinforcement, slope stabilization. Resume : Cet article presente une seerie d'essais modeliseesa l'aide d'une centrifuge geotechnique dans le but d'evaluer le renforcement meecanique des pentes par la vegetation. Quelques pentes des modeles ont des jeunes saules qui ont grandi dans des conditions controls afin d'obtenir diffeerentes distributions de racines et diffeerentes proprieteesmecaniques. Les pentes ont ete ameneees jusqu'a la rupture dans la centrifuge en augmentant les pressions d'eau. Les mecanismes de rupture ont ete investiguesa l'aide de photographies et d'excavations suite aux essais. Des calculs de stabilite de pente ont pu etre effectues pour chaque rupture de pente a partir des mesures des proprietes des sols et des pressions interstitielles lors de la rupture. Ces calculs de stabilite; suggerent que les racines fournissent seulement un leger renforcement lorsque la vegetation a pousse durant 290 jours avant l'essai. Cependant, lorsqu'on utilise un modele traditionnel de renforcement par les racines, avec les proprietes des racines mesurees, les resultats indiquent qu'un renforcement significatif aurait dfl etre fourni par les racines. De telles differences peuvent se produire lors de l'application des modeles aux pentes a l'eechelle reelle et ainsi des etudes suppleementaires sont requises. La technique de modelisation presentee dans cet article est appropriee pour l'investigation plus poussee des interactions mecaniques des racines avec les pentes. Mots-cles: modelisation par centrifuge, glissements de terrain, renforcement par les racines, stabilisation de pentes. [Traduit par la Redaction], Introduction Vegetation within natural and engineered slopes can alter mechanical performance considerably through the reinforcing effects of roots and altered hydrology (Mickovski et al. 2009). In common engineering design, however, [...]
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- 2010
12. Resistance of simple plant root systems to uplift loads
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Mickovski, S.B., Bransby, M.F., Bengough, A.G., Davies, M.C.R., and Hallett, P.D.
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Roots (Botany) -- Mechanical properties ,Slopes (Physical geography) -- Mechanical properties ,Soil mechanics -- Research ,Earth sciences - Abstract
Plant root systems frequently permeate both natural and engineered soil slopes, influencing slope stability via mechanical reinforcement and soil drying. These root systems are often loaded by external forces during slope movements and when plant stems are subject to animal foraging or wind gusts. A series or physical model tests were conducted to examine how root geometries, root properties, and soil effective stress stales affect the pullout capacity of simple unbranched model roots. Lengths of wood, rubber, and real roots were pulled from dry and partially saturated sand. The tests revealed the importance of the root to soil stiffness ratio during progressive failure, the mechanical properties of soil (and interfaces) at low effective stresses, the root diameter, and the tortuosity of the root material. Scaling issues due to shear banding are more important, and effective stresses under wet conditions are smaller than in conventional geotechnical practice because roots have a relatively small diameter (typically [10.sup.-4] [10.sup.-1] m) and are at shallow depth (typically 0-2 m). After careful consideration of these effects, predictions were made for the pullout capacity of small root sections based on material data for willow roots (Salix viminalis) in sand. Key words: interface shear, physical modelling, scale effects, root anchorage, root pullout. Les systemes de racines des plantes penetrent frequemment a travers des pentes de sol naturelles ou construites, ce qui influence la stabilite des pentes par renforcement mecanique el assechement du sol. Ces systemes de racines subissent souvent des forces externes durant les mouvements de sol et lorsque les tiges sont soumises au paturage des animaux et aux coups de vents. Une serie d'essais a l'aide d'un modele physique ont ete effectues afin d'examiner l'influence de la geometrie des racines, des proprietes des racines et des etats de contraintes effectives du sol sur la capacite d'arrachement d'un modele simple de racines sans branche. Des longueurs de bois, de caoutchouc et de vraies racines ont ete arrachees de sols composes de sable sec et partiellement sature. Les essais ont revele l'importance du ratio de rigidite racine/sol durant la rapture progressive, des proprietes mecaniques du sol (et de l'interface) pour des contraintes effectives faibles, du diametre des racines, et de la tortuosite des racines. Les effets d'echelle sont plus importants en raison des bandes de cisaillement, et les contraintes effectives en conditions humides sont plus faibles qu'en pratique conventionnelle geotechnique, puisque les racines ont un diametre relativement petit (typiquement entre [10.sup.-4] et [10.sup.-1] m) et sont peu profondes (typiquement de 0 a 2 m). En tenant compte de ces effets, des predictions ont ete etablies pour determiner la capacite d'arrachement de petites sections de racines basees sur des donnees de racines de saule (Salix viminalis) dans du sable. Mots-cles : cisaillement a l'interface, modelisation physique, effets d'echelle, ancrage des racines, arrachement des racines. [Traduit par la Redaction], Introduction Plant roots are natural soil anchors that have evolved to resist external stresses from wind loading and animal foraging and also act as inclusions that reinforce soil. There is [...]
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- 2010
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13. An overview of monitoring methods for assessing the performance of nature-based solutions against natural hazards
- Author
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Kumar, P. Debele, S.E. Sahani, J. Rawat, N. Marti-Cardona, B. Alfieri, S.M. Basu, B. Basu, A.S. Bowyer, P. Charizopoulos, N. Jaakko, J. Loupis, M. Menenti, M. Mickovski, S.B. Pfeiffer, J. Pilla, F. Pröll, J. Pulvirenti, B. Rutzinger, M. Sannigrahi, S. Spyrou, C. Tuomenvirta, H. Vojinovic, Z. Zieher, T.
- Abstract
To bring to fruition the capability of nature-based solutions (NBS) in mitigating hydro-meteorological risks (HMRs) and facilitate their widespread uptake require a consolidated knowledge-base related to their monitoring methods, efficiency, functioning and the ecosystem services they provide. We attempt to fill this knowledge gap by reviewing and compiling the existing scientific literature on methods, including ground-based measurements (e.g. gauging stations, wireless sensor network) and remote sensing observations (e.g. from topographic LiDAR, multispectral and radar sensors) that have been used and/or can be relevant to monitor the performance of NBS against five HMRs: floods, droughts, heatwaves, landslides, and storm surges and coastal erosion. These can allow the mapping of the risks and impacts of the specific hydro-meteorological events. We found that the selection and application of monitoring methods mostly rely on the particular NBS being monitored, resource availability (e.g. time, budget, space) and type of HMRs. No standalone method currently exists that can allow monitoring the performance of NBS in its broadest view. However, equipments, tools and technologies developed for other purposes, such as for ground-based measurements and atmospheric observations, can be applied to accurately monitor the performance of NBS to mitigate HMRs. We also focused on the capabilities of passive and active remote sensing, pointing out their associated opportunities and difficulties for NBS monitoring application. We conclude that the advancement in airborne and satellite-based remote sensing technology has signified a leap in the systematic monitoring of NBS performance, as well as provided a robust way for the spatial and temporal comparison of NBS intervention versus its absence. This improved performance measurement can support the evaluation of existing uncertainty and scepticism in selecting NBS over the artificially built concrete structures or grey approaches by addressing the questions of performance precariousness. Remote sensing technical developments, however, take time to shift toward a state of operational readiness for monitoring the progress of NBS in place (e.g. green NBS growth rate, their changes and effectiveness through time). More research is required to develop a holistic approach, which could routinely and continually monitor the performance of NBS over a large scale of intervention. This performance evaluation could increase the ecological and socio-economic benefits of NBS, and also create high levels of their acceptance and confidence by overcoming potential scepticism of NBS implementations. © 2021 The Author(s)
- Published
- 2021
14. Nature-based solutions efficiency evaluation against natural hazards: Modelling methods, advantages and limitations
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Kumar, P. Debele, S.E. Sahani, J. Rawat, N. Marti-Cardona, B. Alfieri, S.M. Basu, B. Basu, A.S. Bowyer, P. Charizopoulos, N. Gallotti, G. Jaakko, J. Leo, L.S. Loupis, M. Menenti, M. Mickovski, S.B. Mun, S.-J. Gonzalez-Ollauri, A. Pfeiffer, J. Pilla, F. Pröll, J. Rutzinger, M. Santo, M.A. Sannigrahi, S. Spyrou, C. Tuomenvirta, H. Zieher, T.
- Abstract
Nature-based solutions (NBS) for hydro-meteorological risks (HMRs) reduction and management are becoming increasingly popular, but challenges such as the lack of well-recognised standard methodologies to evaluate their performance and upscale their implementation remain. We systematically evaluate the current state-of-the art on the models and tools that are utilised for the optimum allocation, design and efficiency evaluation of NBS for five HMRs (flooding, droughts, heatwaves, landslides, and storm surges and coastal erosion). We found that methods to assess the complex issue of NBS efficiency and cost-benefits analysis are still in the development stage and they have only been implemented through the methodologies developed for other purposes such as fluid dynamics models in micro and catchment scale contexts. Of the reviewed numerical models and tools MIKE-SHE, SWMM (for floods), ParFlow-TREES, ACRU, SIMGRO (for droughts), WRF, ENVI-met (for heatwaves), FUNWAVE-TVD, BROOK90 (for landslides), TELEMAC and ADCIRC (for storm surges) are more flexible to evaluate the performance and effectiveness of specific NBS such as wetlands, ponds, trees, parks, grass, green roof/walls, tree roots, vegetations, coral reefs, mangroves, sea grasses, oyster reefs, sea salt marshes, sandy beaches and dunes. We conclude that the models and tools that are capable of assessing the multiple benefits, particularly the performance and cost-effectiveness of NBS for HMR reduction and management are not readily available. Thus, our synthesis of modelling methods can facilitate their selection that can maximise opportunities and refute the current political hesitation of NBS deployment compared with grey solutions for HMR management but also for the provision of a wide range of social and economic co-benefits. However, there is still a need for bespoke modelling tools that can holistically assess the various components of NBS from an HMR reduction and management perspective. Such tools can facilitate impact assessment modelling under different NBS scenarios to build a solid evidence base for upscaling and replicating the implementation of NBS. © 2021 The Author(s)
- Published
- 2021
15. Soil and water bioengineering: Practice and research needs for reconciling natural hazard control and ecological restoration
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Rey, F., Bifulco, C., Bischetti, G.B., Bourrier, F., De Cesare, G., Florineth, F., Graf, F., Marden, M., Mickovski, S.B., Phillips, C., Peklo, K., Poesen, J., Polster, D., Preti, F., Rauch, H.P., Raymond, P., Sangalli, P., Tardio, G., and Stokes, A.
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- 2019
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16. A Decision Support System for the Evaluation of Eco-engineering Strategies for Slope Protection
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Mickovski, S.B., van Beek, L.P.H., and Earth Surface Science (IBED, FNWI)
- Subjects
Architecture ,Soil Science ,Geology ,Geotechnical Engineering and Engineering Geology - Published
- 2006
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17. Systems engineering approach to design and modelling of smart cities
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Muvuna, J., primary, Boutaleb, T., additional, Mickovski, S.B., additional, and Baker, K.J., additional
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- 2016
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18. How Vegetation Reinforces Soil on Slopes
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Stokes, A., Norris, J.E., van Beek, L.P.H., Bogaard, T., Cammeraat, E., Mickovski, S.B., Jenner, A., Di Iorio, A., Fourcaud, T., van Beek, R., Nicoll, B.C., Achim, A., BotAnique et BioinforMatique de l'Architecture des Plantes, Centre de Coopération Internationale en Recherche Agronomique pour le Développement (Cirad)-Institut National de la Recherche Agronomique (INRA)-Université Montpellier 2 - Sciences et Techniques (UM2)-Institut de Recherche pour le Développement (IRD [France-Ouest])-Centre National de la Recherche Scientifique (CNRS), Holcrow Group Ltd, Partenaires INRAE, Utrecht University [Utrecht], Delft University of Technology (TU Delft), VU University Amsterdam, Jacobs Engineering UK Ltd, Milton Keynes Park Trust, Università degli Studi dell' Insubria, Joanne E. Norris, Alexia Stokes, Slobodan B. Mickovski, Erik Cammeraat, Rens van Beek, Bruce D. Nicolls, Alexis Achim, Vrije universiteit = Free university of Amsterdam [Amsterdam] (VU), and Earth Surface Science (IBED, FNWI)
- Subjects
TENSILE STRENGHT ,0106 biological sciences ,Soil science ,Root system ,ROOT ARCHITECTURE ,SLOPE HYDROLOGY ,01 natural sciences ,Matrix (geology) ,Hydrology (agriculture) ,Slope stability ,medicine ,ROOT REINFORCEMENT ,Vegetation and slope stability ,Landslide ,04 agricultural and veterinary sciences ,15. Life on land ,ANCHORAGE ,LANDSLIDES ,040103 agronomy & agriculture ,Erosion ,0401 agriculture, forestry, and fisheries ,[SDE.BE]Environmental Sciences/Biodiversity and Ecology ,medicine.symptom ,Vegetation (pathology) ,Geology ,010606 plant biology & botany - Abstract
International audience; Once the instability process e.g. erosion or landslides has been identified on a slope, the type of vegetation to best reinforce the soil can then be determined. Plants improve slope stability through changes in mechanical and hydrological properties of the root-soil matrix. The architecture of a plants root system will influence strongly these reinforcing properties. We explain how root morphology and biomechanics changes between species. An overview of vegetation effects on slope hydrology is given, along with an update on the use of models to predict the influence of vegetation on mechanical and hydrological properties of soil on slopes. In conclusion, the optimal root system types for improving slope stability are suggested
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- 2008
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19. Hazard assessment of vegetated slopes
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Norris, J.E., Greenwood, J.R., Achim, A., Gardiner, B.A., Nicoll, B.C., Cammeraat, E., Mickovski, S.B., Stokes, A., van Beek, R., and Earth Surface Science (IBED, FNWI)
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Hydrology ,Erosion control ,Slope stability ,Forest management ,Environmental science ,Geotechnical engineering ,Windthrow ,Vegetation ,Hazard analysis ,Snow ,Vegetation and slope stability - Abstract
The hazard assessment of vegetated slopes are reviewed and discussed in terms of the stability of the slope both with and without vegetation, soil erosion and the stability of the vegetated slope from windthrow and snow loading. Slope stability can be determined by using either limit equilibrium or finite element stability analysis methods. The limit equilibrium methods are extended to incorporate the vegetation parameters that are important for the stability of a vegetated slope. The factors that contribute to soil erosion are reviewed and the techniques for assessing and measuring the rate of soil erosion are presented. The assessment of windthrow hazards are comprehensively discussed and a mechanistic model called ForestGALES is introduced which has flexibility for testing many different forest management scenarios. The hazards presented by snow loading on forested slopes are briefly reviewed.
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- 2008
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20. Eco-engineering for the long-term protection of unstable slopes in Europe : developing management strategies for use in legislation
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Stokes, Alexia, Mickovski, S.B., Thomas, Bruno, LABORATOIRE DE RHEOLOGIE DU BOIS DE BORDEAUX (LRBB), and Centre National de la Recherche Scientifique (CNRS)-Institut National de la Recherche Agronomique (INRA)-Université Sciences et Technologies - Bordeaux 1
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[SDV]Life Sciences [q-bio] ,[SDV.IDA]Life Sciences [q-bio]/Food engineering ,STABILISATION ,[SPI.GPROC]Engineering Sciences [physics]/Chemical and Process Engineering ,SYSTEME D'AIDE A LA DECISION ,ComputingMilieux_MISCELLANEOUS - Abstract
International audience
- Published
- 2004
21. Uprooting resistance in vetiver grass (Vetiveria zizanioides)
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Mickovski, S.B., van Beek, L.P.H., Salin, F., and Earth Surface Science (IBED, FNWI)
- Published
- 2004
22. The effect of roots on soil reinforcement
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Mickovski, S.B., primary, Bengough, A.G., additional, Bransby, M.F., additional, Davies, M.C.R., additional, Hallett, P.D., additional, and Sonnenberg, R., additional
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- 2006
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23. A decision support tool for windthrow hazard assessment and prevention
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Mickovski, S.B., primary, Stokes, A., additional, and Beek, L.P.H. van, additional
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- 2005
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24. A decision support system for the evaluation of eco-engineering strategies for slope protection.
- Author
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STOKES, ALEXIA, SPANOS, IOANNIS, NORRIS, JOANNE E., CAMMERAAT, ERIK, Mickovski, S.B., and Van Beek, L.P.H.
- Abstract
A decision support system (DSS) has been developed to assist expert and non-expert users in the evaluation and selection of eco-engineering strategies for slope protection. This DSS combines a qualitative hazard assessment of erosion and mass movements with a detailed catalogue of eco-engineering strategies for slope protection of which the suitability is evaluated in relation to the data entered. The slope decision support system is a knowledgebased DSS in which knowledge is stored in frames containing rules that can evaluate the available information for a project, stored as project specific information in a data file. The advantages of such a system are that it accepts incomplete information and that the qualitative nature of the information does not instil the user with a sense of unjustified exactitude. By its multidisciplinary and progressive nature, the DSS will be of value during the initial stages of an eco-engineering project when data collection and the potential of difierent eco-engineering strategies are considered. The accent of the output of the DSS is on the application of eco-engineering strategies for slope protection as an environmentally friendly solution aiding sustainable development. For its acceptance within the engineering community, the DSS needs to prove its predictive capacity. Therefore, its performance has been benchmarked against successful and unsuccessful cases of slope stabilisation using eco-engineering. The target audience and the areas of application of this DSS are reviewed and the strategies for further development in this area suggested. [ABSTRACT FROM AUTHOR]
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- 2007
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25. Uprooting resistance of vetiver grass (Vetiveria zizanioides).
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STOKES, ALEXIA, SPANOS, IOANNIS, NORRIS, JOANNE E., CAMMERAAT, ERIK, Mickovski, S.B., Beek, L.P.H van, and Salin, F.
- Abstract
Vetiver grass (Vetiveria zizanioides), also known as Chrysopogon zizanioides, is a graminaceous plant native to tropical and subtropical India. The southern cultivar is sterile; it flowers but sets no seeds. It is a densely tufted, perennial grass that is considered sterile outside its natural habitat. It grows 0.5-1.5 m high, stiff stems in large clumps from a much branched root stock. The roots of vetiver grass are fibrous and reported to reach depths up to 3 m thus being able to stabilise the soil and its use for this purpose is promoted by the World Bank. Uprooting tests were carried out on vetiver grass in Spain in order to ascertain the resistance the root system can provide when torrential runoffs and sediments are trying to uproot the plant. Uprooting resistance of each plant was correlated to the shoot and root morphological characteristics. In order to investigate any differences between root morphology of vetiver grass in its native habitat reported in the literature, and the one planted in a sub-humid environment in Spain, excavation techniques were used to show root distribution in the soil. Results show that vetiver grass possesses the root strength to withstand torrential runoff. Planted in rows along the contours, it may act as a barrier to the movement of both water and soil. However, the establishment of the vetiver lags behind the reported rates in its native tropical environment due to adverse climatic conditions in the Mediterranean. This arrested development is the main limitation to the use of vetiver in these environments although its root strength is more than suffcient. [ABSTRACT FROM AUTHOR]
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- 2007
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26. An overview of monitoring methods for assessing the performance of nature-based solutions against natural hazards
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Christos Spyrou, Slobodan B. Mickovski, Silvia Maria Alfieri, Nikos Charizopoulos, Michael Loupis, Sisay Debele, Prashant Kumar, Nidhi Rawat, Arunima Sarkar Basu, Beatrice Pulvirenti, Jeetendra Sahani, Heikki Tuomenvirta, Martin Rutzinger, Massimo Menenti, Paul Bowyer, Srikanta Sannigrahi, Jan Pfeiffer, Bidroha Basu, Thomas Zieher, Belen Marti-Cardona, Zoran Vojinovic, Juvonen Jaakko, Francesco Pilla, Julius Pröll, Kumar P., Debele S.E., Sahani J., Rawat N., Marti-Cardona B., Alfieri S.M., Basu B., Basu A.S., Bowyer P., Charizopoulos N., Jaakko J., Loupis M., Menenti M., Mickovski S.B., Pfeiffer J., Pilla F., Proll J., Pulvirenti B., Rutzinger M., Sannigrahi S., Spyrou C., Tuomenvirta H., Vojinovic Z., and Zieher T.
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010504 meteorology & atmospheric sciences ,Computer science ,Scale (chemistry) ,Multispectral image ,Key performance indicator ,Synthetic aperture radar ,Remote sensing ,010502 geochemistry & geophysics ,01 natural sciences ,Key Performance Indicators ,NBS monitoring ,In-situ measurement ,Ecosystem services ,Resource (project management) ,Risk analysis (engineering) ,13. Climate action ,Natural hazard ,General Earth and Planetary Sciences ,Performance indicator ,Implementation ,Wireless sensor network ,0105 earth and related environmental sciences - Abstract
To bring to fruition the capability of nature-based solutions (NBS) in mitigating hydrometeorologicalrisks (HMRs) and facilitatetheirwidespread uptake require a consolidated knowledge-base related to their monitoring methods, efficiency, functioning and theecosystem services they provide. We attempt to fill this knowledge gap by reviewing and compiling the existing scientific literature on methods, including ground-based measurements (e.g. gauging stations, wireless sensor network) and remote sensing observations (e.g. fromtopographic LiDAR, multispectral and radar sensors) that have been used and/or can berelevant to monitor the performance of NBS against five HMRs: floods, droughts, heatwaves,landslides, and storm surges and coastal erosion. These can allow the mapping of the risksand impacts of the specific hydro-meteorological events. We found thattheselectionandapplication of monitoring methods mostly rely on the particular NBS being monitored,resource availability (e.g. time, budget, space) and type of HMRs. No standalone methodcurrently exists that can allow monitoring the performance of NBS in its broadest view.However, equipment, tools and technologies developed for other purposes, such as forground-based measurements and atmospheric observations, can be applied to accuratelymonitor the performance of NBS to mitigate HMRs. We also focused on the capabilities ofpassive and active remote sensing, pointing out their associated opportunities and difficultiesfor NBS monitoring application. We conclude that the advancement in airborne and satellite-basedremote sensing technology has signified a leap in the systematic monitoring of NBSperformance, as well as provided a robust way for the spatial and temporal comparison ofNBS intervention versus its absence. This improved performance measurement can supportthe evaluation of existing uncertainty and scepticism in selecting NBS over the artificiallybuilt concrete structures or grey approaches by addressing the questions of performanceprecariousness. Remote sensing technical developments, however, take time to shift toward astate of operational readiness for monitoring the progress of NBS in place (e.g. green NBSgrowth rate, their changes and effectiveness through time). More research is required todevelop a holistic approach, which could routinely and continually monitor theperformanceof NBS over a large scale of intervention. This performance evaluation could increase theecological and socio-economic benefits of NBS, and also create high levels of theiracceptance and confidence by overcoming potential scepticism of NBS implementations.
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- 2021
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27. Nature-based solutions efficiency evaluation against natural hazards: Modelling methods, advantages and limitations
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Nidhi Rawat, Christos Spyrou, Glauco Gallotti, Juvonen Jaakko, Jeetendra Sahani, Slobodan B. Mickovski, Heikki Tuomenvirta, Belen Marti-Cardona, Michael Loupis, Jan Pfeiffer, Nikos Charizopoulos, Francesco Pilla, Laura S. Leo, Alejandro Gonzalez-Ollauri, Julius Pröll, Martin Rutzinger, Silvia Maria Alfieri, Massimo Menenti, Paul Bowyer, Bidroha Basu, Thomas Zieher, Sisay Debele, Prashant Kumar, Seung-Jae Mun, Srikanta Sannigrahi, Marco Antonio Santo, Arunima Sarkar Basu, Kumar P., Debele S.E., Sahani J., Rawat N., Marti-Cardona B., Alfieri S.M., Basu B., Basu A.S., Bowyer P., Charizopoulos N., Gallotti G., Jaakko J., Leo L.S., Loupis M., Menenti M., Mickovski S.B., Mun S.-J., Gonzalez-Ollauri A., Pfeiffer J., Pilla F., Proll J., Rutzinger M., Santo M.A., Sannigrahi S., Spyrou C., Tuomenvirta H., and Zieher T.
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HSPF, Hydrological Simulation Program - FORTRAN ,ParFlow-TREES, Terrestrial Regional Ecosystem Exchange Simulator ,010504 meteorology & atmospheric sciences ,Climate-impact mitigation ,NBS, nature-based solutions ,BROOK90, Physically-Based Hydrological Model ,Review ,CO2, carbon dioxide ,01 natural sciences ,SUDS, Sustainable Urban Drainage Systems ,US EPA, United States Environmental Protection Agency ,SDM, System Dynamics Modelling ,SURFEX, Surface Externalisée ,VELMA, Visualizing Ecosystem Land Management Assessments ,UHI, urban heat island ,2D, two-dimensional ,Waste Management and Disposal ,ACRU, Agricultural Catchments Research Unit ,TOPMODEL, Topographic Model ,WSFS, Watershed Simulation and Forecasting System ,SWAT, Soil and Water Assessment Tool ,Environmental resource management ,HYDRUS, hydrological modelling. License Public domain software ,Ecological engineering ,Pollution ,TUFLOW, Two-Dimensional Unsteady Flow ,Performance evaluation ,SWMM, Storm Water Management Model ,CCA, climate change adaptation ,tRIBS-VEGGIE, Triangulated Irregular Networks-based Real-time Integrated Basin Simulator and Vegetation Generator for Interactive Evolution ,BE-HAM, Building Envelope Heat and Moisture ,PLAXIS, Geotechnical Finite Element Analysis Software ,DBH, Diameter Breast Height ,Environmental Engineering ,HMR, hydro-meteorological risks ,CBA, Cost Benefit Analysis ,Green roof ,FEFLOW, Finite Element subsurface FLOW system ,SWINGO-VFSMOD, Shallow Water table INfiltration alGOrithm Vegetative Filter Strip Modelling System ,Numerical model ,SLR, systematic literature review ,ArcGIS, Geographic Information System ,Natural hazard ,TEB, Town Energy Balance ,HEC-HMS, Hydrologic Engineering Center Hydrologic Modelling System ,1D, one-dimensional ,SIMGRO, SIMulation of GROundwater and surface water levels ,RH, relative humidity ,3D, three-dimensional ,MCDA/MCDM, multicriteria decision analysis/making ,ENVI-met, software to simulate climates in urban environments and assess the effects of atmosphere, vegetation, architecture and materials ,HEC-RAS, Hydrologic Engineering Center River Analysis System ,MODFLOW, Modular Finite-difference Flow model ,Nature-inspired solutions ,ADCIRC, Advanced Circulation Model for Shelves, Coastal Seas, and Estuaries ,NPV, Net Present Values ,XBeach, Nearshore Processes ,Nature-inspired solution ,UCM, urban canopy layer model ,Flood Modeller, simulates the flow of water through river channels, urban drainage networks and across floodplains using a range of 1D and 2D hydraulic solvers ,Cost effectiveness ,LISFLOOD-FP, Two-Dimensional Hydrodynamic Model specifically designed to simulate floodplain inundation ,010501 environmental sciences ,HBV, Hydrologiska byråns vattenbalansavdelning ,NBS upscaling ,MIKE-SHE, integrated hydrological modelling system for building and simulating surface water flow and groundwater flow ,TELEMAC, Finite Element Computer Programme ,SWMM-LID-GW, Storm Water Management Model Low Impact Development Groundwater ,HMH, hydro-meteorological hazards ,EESI, Environmental and Energy Study Institute ,HEC-GeoRAS, Hydrologic Engineering Center Geospatial River Analysis System ,Flooding (psychology) ,WRF, Weather Research and Forecasting ,GSFLOW, Coupled Groundwater and Surface-Water Flow ,RBM, Root Bundle Model ,SHETRAN, Distributed River Basin Flow and Transport Modelling System ,SWAN, Simulating WAves Nearshore ,DEM, digital elevation model ,FUNWAVE-TVD, fully nonlinear Boussinesq wave model ,NHWAVE, Non-Hydrostatic Wave Model ,Numerical models ,ISBA, Interaction Soil Biosphere Atmosphere ,SI, Supplementary Information ,HYDROBAL, eco-hydrological modelling approach for assessing water balances ,SLUCM, Single-Layer Urban Canopy Model ,RCM, non-hydrostatic regional climate model ,SSHV-2D, Integrated Two-Dimensional Slope Stability Model ,Environmental Chemistry ,14. Life underwater ,Resilience (network) ,0105 earth and related environmental sciences ,UrbanBEATS, Urban Biophysical Environments and Technologies Simulator ,Impact assessment ,business.industry ,DRR, disaster risk reduction ,GIFMOD, Green Infrastructure Flexible Model ,CFD, computational fluid dynamics ,SWC, soil and water conservation ,Cost-effectivene ,13. Climate action ,Sustainability ,Environmental science ,Cost-effectiveness ,business ,QGIS, Quantum Geographic Information System - Abstract
Nature-based solutions (NBS) for hydro-meteorological risks (HMRs) reduction and management are becoming increasingly popular, but challenges such as the lack of well-recognised standard methodologies to evaluate their performance and upscale their implementation remain. We systematically evaluate the current state-of-the art on the models and tools that are utilised for the optimum allocation, design and efficiency evaluation of NBS for five HMRs (flooding, droughts, heatwaves, landslides, and storm surges and coastal erosion). We found that methods to assess the complex issue of NBS efficiency and cost-benefits analysis are still in the development stage and they have only been implemented through the methodologies developed for other purposes such as fluid dynamics models in micro and catchment scale contexts. Of the reviewed numerical models and tools MIKE-SHE, SWMM (for floods), ParFlow-TREES, ACRU, SIMGRO (for droughts), WRF, ENVI-met (for heatwaves), FUNWAVE-TVD, BROOK90 (for landslides), TELEMAC and ADCIRC (for storm surges) are more flexible to evaluate the performance and effectiveness of specific NBS such as wetlands, ponds, trees, parks, grass, green roof/walls, tree roots, vegetations, coral reefs, mangroves, sea grasses, oyster reefs, sea salt marshes, sandy beaches and dunes. We conclude that the models and tools that are capable of assessing the multiple benefits, particularly the performance and cost-effectiveness of NBS for HMR reduction and management are not readily available. Thus, our synthesis of modelling methods can facilitate their selection that can maximise opportunities and refute the current political hesitation of NBS deployment compared with grey solutions for HMR management but also for the provision of a wide range of social and economic co-benefits. However, there is still a need for bespoke modelling tools that can holistically assess the various components of NBS from an HMR reduction and management perspective. Such tools can facilitate impact assessment modelling under different NBS scenarios to build a solid evidence base for upscaling and replicating the implementation of NBS., Graphical abstract Unlabelled Image, Highlights • There are no holistic models that integrate the functions, benefits and costs of NBS. • Numerical models with some improvements are promising for NBS efficiency evaluation. • Data intense and computational difficulties are the key cons of numerical models. • Cost–benefit/multicriteria decision analysis methods are used to monetise NBS projects. • The existing numerical models are lacking modules to optimise different NBS measures.
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- 2021
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28. Towards an operationalisation of nature-based solutions for natural hazards
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Adrian Löchner Prats, Depy Panga, Nikos Charizopoulos, Maria Stefanopoulou, Fabrice G. Renaud, Slobodan B. Mickovski, Laura S. Leo, Alessio Domeneghetti, Martin Rutzinger, Saša Vranić, Albert Sorolla Edo, Silvana Di Sabatino, Katriina Soini, Glauco Gallotti, Liisa Ukonmaanaho, Francesca Barisani, Arunima Sarkar Basu, Michael Loupis, Edoardo Bucchignani, Sisay Debele, Prashant Kumar, Leena Finér, Leonardo Aragão, Jeetendra Sahani, Thomas Zieher, Elena Toth, Bidroha Basu, Sanne Juch, Mohammad Aminur Rahman Shah, Irina Pavlova, Francesco Pilla, Kumar P., Debele S.E., Sahani J., Aragao L., Barisani F., Basu B., Bucchignani E., Charizopoulos N., Di Sabatino S., Domeneghetti A., Edo A.S., Finer L., Gallotti G., Juch S., Leo L.S., Loupis M., Mickovski S.B., Panga D., Pavlova I., Pilla F., Prats A.L., Renaud F.G., Rutzinger M., Basu A.S., Shah M.A.R., Soini K., Stefanopoulou M., Toth Elena, Ukonmaanaho L., Vranic S., and Zieher T.
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Underpinning ,Environmental Engineering ,Process management ,010504 meteorology & atmospheric sciences ,Process (engineering) ,010501 environmental sciences ,01 natural sciences ,Hydro-meteorological hazards ,Risk mitigation and adaption ,Risk mitigation and adaptation ,Nature-based solution ,Natural hazard ,11. Sustainability ,Hydro-meteorological hazard ,Indicators ,Environmental Chemistry ,Adaptation (computer science) ,Waste Management and Disposal ,0105 earth and related environmental sciences ,NBS policies ,Nature-based solutions ,NBS policie ,Pollution ,NBS policies Indicators ,Nature based solutions ,Indicator ,Work (electrical) ,13. Climate action ,Holistic management ,Performance indicator ,Business ,Hydro-meterological hazards ,Open-air laboratories (OALs) ,Inclusion (education) - Abstract
Nature-based solutions (NBS) are being promoted as adaptive measures against predicted increasing hydrometeorological hazards (HMHs), such as heatwaves and floods which have already caused significant loss of life andeconomic damage across the globe. However, the underpinning factors such as policy framework, end-users' interestsand participation for NBS design and operationalisation are yet to be established. We discuss theoperationalisation and implementation processes of NBS by means of a novel concept of Open-Air Laboratories(OAL) for its wider acceptance. The design and implementation of environmentally, economically, technicallyand socio-culturally sustainable NBS require inter- and transdisciplinary approaches which could be achievedby fostering co-creation processes by engaging stakeholders across various sectors and levels, inspiring more effective use of skills, diverse knowledge, manpower and resources, and connecting and harmonising the adaptationaims. The OAL serves as a benchmark for NBS upscaling, replication and exploitation in policy-makingprocess through monitoring by field measurement, evaluation by key performance indicators and buildingsolid evidence on their short- and long-term multiple benefits in different climatic, environmental and socioeconomicconditions, thereby alleviating the challenges of political resistance, financial barriers and lack ofknowledge.We conclude that holistic management of HMHs by effective use of NBS can be achieved with standard compliant data for replicating and monitoringNBS inOALs, knowledge about policy silos and interaction betweenresearch communities and end-users. Further research is needed for multi-risk analysis of HMHs andinclusion of NBS into policy frameworks, adaptable at local, regional and national scales leading to modificationin the prevalent guidelines related to HMHs. The findings of this work can be used for developing synergies betweencurrent policy frameworks, scientific research and practical implementation of NBS in Europe and beyondfor its wider acceptance.
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- 2020
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29. Nature-based solutions for hydro-meteorological hazards: Revised concepts, classification schemes and databases
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Flavio Bertini, Danilo Montesi, Slobodan B. Mickovski, Jeetendra Sahani, Federico Porcù, Zoran Vojinovic, Belen Marti-Cardona, Laura S. Leo, Prashant Kumar, Silvana Di Sabatino, Sisay Debele, Debele S.E., Kumar P., Sahani J., Marti-Cardona B., Mickovski S.B., Leo L.S., Porcu F., Bertini F., Montesi D., Vojinovic Z., and Di Sabatino S.
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Meteorological Concepts ,Cost effectiveness ,Computer science ,Natural Disasters ,Nature based ,Classification scheme ,010501 environmental sciences ,01 natural sciences ,Biochemistry ,Flood ,Climate change, Green, Blue and hybrid infrastructure, Cost effectiveness ,Floods, Droughts ,Heatwaves ,03 medical and health sciences ,Meteorology ,0302 clinical medicine ,Heatwaves ,Humans ,Climate change ,Cost effectivene ,030212 general & internal medicine ,Ecosystem ,0105 earth and related environmental sciences ,General Environmental Science ,Drought ,Future climate ,Key features ,Hazard ,Floods ,Droughts ,Europe ,Risk analysis (engineering) ,13. Climate action ,Blue and hybrid infrastructure ,Green - Abstract
Hydro-meteorological hazards (HMHs) have had a strong impact on human societies and ecosystems. Their impact is projected to be exacerbated by future climate scenarios. HMHs cataloguing is an effective tool to evaluate their associated risks and plan appropriate remediation strategies. However, factors linked to HMHs origin and triggers remain uncertain, which pose a challenge for their cataloguing. Focusing on key HMHs (floods, storm surges, landslides, droughts, and heatwaves), the goal of this review paper is to analyse and present a classification scheme, key features, and elements for designing nature-based solutions (NBS) and mitigating the adverse impacts of HMHs in Europe. For this purpose, we systematically examined the literature on NBS classification and assessed the gaps that hinder the widespread uptake of NBS. Furthermore, we critically evaluated the existing literature to give a better understanding of the HMHs drivers and their interrelationship (causing multi-hazards). Further conceptualisation of classification scheme and categories of NBS shows that relatively few studies have been carried out on utilising the broader concepts of NBS in tackling HMHs and that the classification and effectiveness of each NBS are dependent on the location, architecture, typology, green species and environmental conditions, as well as interrelated non-linear systems. NBS are often more cost-effective than hard engineering approaches used within the existing systems, especially when taking into consideration their potential co-benefits. We also evaluated the sources of available data for HMHs and NBS, highlighted gaps in data, and presented strategies to overcome the current shortcomings for the development of the NBS for HMHs. We highlighted specific gaps and barriers that need to be filled since the uptake and upscaling studies of NBS in HMHs reduction is rare. The fundamental concepts and the key technical features of past studies reviewed here could help practitioners to design and implement NBS in a real-world situation.
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- 2019
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