@article{kassa_castro-bolinaga_guertault_fox_russell_brown_2023, title={Quantifying the Impact of Model Selection When Examining Bank Retreat and Sediment Transport in Stream Restoration}, volume={15}, ISSN={["2073-4441"]}, url={https://doi.org/10.3390/w15081448}, DOI={10.3390/w15081448}, abstractNote={The objective of this study was to assess the performance of form-based and process-based models, and of local-scale and reach-scale models, used to examine bank retreat and sediment transport in stream restoration. The evaluated models were the Bank Erosion Hazard Index (BEHI), Bank Assessment for Nonpoint Source Consequences of Sediment (BANCS), Bank Stability and Toe Erosion Model (BSTEM), and HEC River Analysis System (HEC-RAS 1D). Model-to-model assessments were conducted to quantify the impact of model selection when predicting applied stress and geomorphic change in a restored stream in North Carolina, USA. Results indicated that the mobility of the bed dictated model selection at the reach-scale. The process-based HEC-RAS 1D was needed to accurately analyze the sand-bed stream, predicting amounts of geomorphic change comparable to measured data and up to three orders of magnitude higher than those from local-scale models. At the local-scale, results indicated that the bank retreat mechanism and flow variability constrained model selection. The form-based BEHI and BANCS did not directly account for geotechnical failure nor capture severe floods, underpredicting amounts of geomorphic change by an order of magnitude when compared to the process-based BSTEM, and failing to characterize erosion potential and applied stresses after short-term morphodynamic adjustments.}, number={8}, journal={WATER}, author={Kassa, Kayla and Castro-Bolinaga, Celso and Guertault, Lucie and Fox, Garey A. A. and Russell, Periann and Brown, Emily D. D.}, year={2023}, month={Apr} }
 @article{reynolds_schaeffer_guertault_nelson_2023, title={Satellite and in situ cyanobacteria monitoring: Understanding the impact of monitoring frequency on management decisions}, url={https://doi.org/10.1016/j.jhydrol.2023.129278}, DOI={10.1016/j.jhydrol.2023.129278}, abstractNote={Cyanobacterial harmful algal blooms (cyanoHABs) in reservoirs can be transported to downstream waters via scheduled discharges. Transport dynamics are difficult to capture in traditional cyanoHAB monitoring, which can be spatially disparate and temporally discontinuous. The introduction of satellite remote sensing for cyanoHAB monitoring provides opportunities to detect where cyanoHABs occur in relation to reservoir release locations, like canal inlets. The study objectives were to assess (1) differences in reservoir cyanoHAB frequencies as determined by in situ and remotely sensed data and (2) the feasibility of using satellite imagery to identify conditions associated with release-driven cyanoHAB export. As a representative case, Lake Okeechobee and the St. Lucie Estuary (Florida, USA), which receives controlled releases from Lake Okeechobee, were examined. Both systems are impacted by cyanoHABs, and the St. Lucie Estuary experienced states of emergency for extreme cyanoHABs in 2016 and 2018. Using the European Space Agency's Sentinel-3 OLCI imagery processed with the Cyanobacteria Index (CIcyano), cyanoHAB frequencies across Lake Okeechobee from May 2016-April 2021 were compared to frequencies from in situ data. Strong agreement was observed in frequency rankings between the in situ and remotely sensed data in capturing intra-annual variability in bloom frequencies across Lake Okeechobee (Kendall's tau = 0.85, p-value = 0.0002), whereas no alignment was observed when evaluating inter-annual variation (Kendall's tau = 0, p-value = 1). Further, remotely sensed observations revealed that cyanoHABs were highly frequent near the inlet to the canal connecting Lake Okeechobee to the St. Lucie Estuary in state-of-emergency years, a pattern not evident from in situ data alone. This study demonstrates how remote sensing can complement traditional cyanoHAB monitoring to inform reservoir release decision making.}, journal={Journal of Hydrology}, author={Reynolds, Natalie and Schaeffer, Blake A. and Guertault, Lucie and Nelson, Natalie G.}, year={2023}, month={Apr} }
 @article{fox_guertault_castro-bolinaga_swanson_2022, title={GUIDANCE ON APPLIED PRESSURE HEADS FOR QUANTIFYING COHESIVE SOIL ERODIBILITY WITH A JET EROSION TEST (JET)}, volume={65}, ISSN={["2769-3287"]}, DOI={10.13031/ja.14884}, abstractNote={
						Highlights
					}, number={6}, journal={JOURNAL OF THE ASABE}, author={Fox, Garey A. and Guertault, Lucie and Castro-Bolinaga, Celso and Swanson, Alexis}, year={2022}, pages={1443–1450} }
 @article{fox_guertault_castro-bolinaga_allen_bigham_bonelli_hunt_kassa_langendoen_porter_et al._2022, title={PERSPECTIVE: LESSONS LEARNED, CHALLENGES, AND OPPORTUNITIES IN QUANTIFYING COHESIVE SOIL ERODIBILITY WITH THE JET EROSION TEST (JET)}, volume={65}, ISSN={["2769-3287"]}, url={http://dx.doi.org/10.13031/ja.14714}, DOI={10.13031/ja.14714}, abstractNote={Highlights}, number={2}, journal={JOURNAL OF THE ASABE}, author={Fox, Garey A. and Guertault, Lucie and Castro-Bolinaga, Celso and Allen, Peter and Bigham, Kari A. and Bonelli, Stephane and Hunt, Sherry Lynn and Kassa, Kayla and Langendoen, Eddy J. and Porter, Erin and et al.}, year={2022}, pages={197–207} }
 @article{halihan_hager_guertault_fox_2021, title={DETECTING MACROPORE FINGERING USING TEMPORAL ELECTRICAL RESISTIVITY IMAGING}, volume={37}, ISSN={["1943-7838"]}, DOI={10.13031/aea.14294}, abstractNote={Highlights}, number={5}, journal={APPLIED ENGINEERING IN AGRICULTURE}, author={Halihan, Todd and Hager, John P. and Guertault, Lucie and Fox, Garey A.}, year={2021}, pages={861–870} }
 @article{heeren_guertault_mankin_2021, title={PERSPECTIVE: PREFERENTIAL FLOW IN RIPARIAN BUFFERS: CURRENT RESEARCH AND FUTURE NEEDS}, volume={64}, ISSN={["2151-0040"]}, DOI={10.13031/trans.14732}, abstractNote={Highlights}, number={6}, journal={TRANSACTIONS OF THE ASABE}, author={Heeren, Derek M. and Guertault, Lucie and Mankin, Kyle}, year={2021}, pages={1907–1911} }
 @article{fox_fox_guertault_2020, title={A CASE STUDY ON THE RELEVANCE OF THE JOURNAL IMPACT FACTOR}, volume={63}, ISSN={["2151-0040"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85085130127&partnerID=MN8TOARS}, DOI={10.13031/trans.13756}, abstractNote={Highlights}, number={2}, journal={TRANSACTIONS OF THE ASABE}, author={Fox, G. A. and Fox, A. K. and Guertault, L.}, year={2020}, pages={243–249} }
 @article{guertault_fox_2020, title={Performance of preferential flow models in predicting infiltration through a remolded soil with artificial macropores}, volume={19}, ISSN={["1539-1663"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85097260363&partnerID=MN8TOARS}, DOI={10.1002/vzj2.20055}, abstractNote={Abstract}, number={1}, journal={VADOSE ZONE JOURNAL}, author={Guertault, Lucie and Fox, Garey A.}, year={2020} }
 @article{khanal_fox_guertault_2020, title={SOIL MOISTURE IMPACTS LINEAR AND NONLINEAR ERODIBILITY PARAMETERS FROM JET EROSION TESTS}, volume={63}, ISSN={["2151-0040"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85090917985&partnerID=MN8TOARS}, DOI={10.13031/trans.13835}, abstractNote={Highlights}, number={4}, journal={TRANSACTIONS OF THE ASABE}, author={Khanal, A. and Fox, G. A. and Guertault, L.}, year={2020}, pages={1123–1131} }
 @article{enlow_fox_boyer_stoecker_storm_starks_guertault_2018, title={A modeling framework for evaluating streambank stabilization practices for reach-scale sediment reduction}, volume={100}, ISSN={1364-8152}, url={http://dx.doi.org/10.1016/j.envsoft.2017.11.010}, DOI={10.1016/j.envsoft.2017.11.010}, abstractNote={Process-based models can predict stream response to streambank stabilization. However, a framework does not exist on how to explicitly utilize these models to evaluate stabilization measures prior to implementation. This research developed a framework to evaluate stabilization practices using hydraulic and sediment transport models, landowner preferences, construction costs, and effectiveness. This framework produces sediment reduction graphs to determine the stabilization length as well as cost graphs. The methodology was applied to Fivemile Creek in western Oklahoma. A CONCEPTS simulation was developed for a 10.25-km reach and several stabilization techniques (grade control, riprap toe, and vegetation) were simulated. Incorporating multiple stabilization practices simultaneously resulted in higher sediment loads, but also higher costs which were quantifiable using the framework. Vegetation with 2:1 bank slopes was the most cost-effective stabilization technique. With that said, the framework provided a process-based understanding of the system that also highlighted the need for grade control for long-term effectiveness.}, journal={Environmental Modelling & Software}, publisher={Elsevier BV}, author={Enlow, Holly K. and Fox, Garey A. and Boyer, Tracy A. and Stoecker, Art and Storm, Daniel E. and Starks, Patrick and Guertault, Lucie}, year={2018}, month={Feb}, pages={201–212} }
 @article{guertault_camenen_paquier_peteuil_2018, title={A one-dimensional process-based approach to study reservoir sediment dynamics during management operations}, volume={43}, ISSN={["1096-9837"]}, url={https://doi.org/10.1002/esp.4249}, DOI={10.1002/esp.4249}, abstractNote={Abstract}, number={2}, journal={EARTH SURFACE PROCESSES AND LANDFORMS}, publisher={Wiley-Blackwell}, author={Guertault, Lucie and Camenen, Benoit and Paquier, Andre and Peteuil, Christophe}, year={2018}, month={Feb}, pages={373–386} }
 @article{guertault_fox_brewer_2018, title={Geomorphic identification of physical habitat features in a large, altered river system}, volume={40}, ISSN={2267-1242}, url={http://dx.doi.org/10.1051/E3SCONF/20184002031}, DOI={10.1051/e3sconf/20184002031}, abstractNote={Altered flow regimes in streams can significantly affect ecosystems and disturb ecological processes, leading to species loss and extinction. Many river management projects use stream classification and habitat assessment approaches to design practical solutions to reverse or mitigate adverse effects of flow regime alteration on stream systems. The objective of this study was to develop a methodology to provide a primary identification of physical habitats in an 80-km long segment of the Canadian River in central Oklahoma. The methodology relied on basic geomorphic variables describing the stream and its floodplain that were derived from aerial imagery and Lidar data using Geographic Information Systems. Geostatistical tests were implemented to delineate habitat units. This approach based on high resolution data and did not require in-site inspection provided a relatively refined habitat delineation, consistent with visual observations. Future efforts will focus on validation via field surveys and coupling with hydro-sedimentary modeling to provide a tool for environmental flow decisions.}, journal={E3S Web of Conferences}, publisher={EDP Sciences}, author={Guertault, Lucie and Fox, Garey and Brewer, Shannon}, editor={Paquier, A. and Rivière, N.Editors}, year={2018}, pages={02031} }
 @article{guertault_fox_2018, title={Impact of Data Availability and Resolution on Long-Term Sedimentation Estimates in a Storage Reservoir}, volume={23}, ISSN={["1943-5584"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85051733278&partnerID=MN8TOARS}, DOI={10.1061/(ASCE)HE.1943-5584.0001699}, abstractNote={AbstractThe sustainability of worldwide reservoirs is threatened by the reduction of their storage capacity caused by continuous sediment accumulation. Many reservoirs are filling in at rates highe...}, number={10}, journal={JOURNAL OF HYDROLOGIC ENGINEERING}, author={Guertault, L. and Fox, G. A.}, year={2018}, month={Oct} }
 @article{guertault_camenen_paquier_faure_peteuil_2018, title={Interest of 1D modelling to study elongated dam reservoir: Application to the Génissiat reservoir on the French Upper Rhône,Apport de la modélisation hydro-sédimentaire 1D à l’étude d’une retenue de forme allongée: Application à la retenue de Génissiat sur le Haut-Rhône français}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85058463116&partnerID=MN8TOARS}, DOI={10.1051/lhb/2018034}, abstractNote={L'étude de la dynamique sédimentaire dans les retenues de barrage reste complexe du fait de la combinaison entre les événements naturels et la gestion du barrage. Dans ce papier, nous montrons l'intérêt de la modélisation numérique pour compléter les études morphologiques basées sur l'analyse de mesures. Dans le cas d'une retenue de forme allongée, cette modélisation peut être réalisée avec des codes numériques unidimensionnels (1D). Les codes 1D RubarBE et AdisTS, développés à Irstea Lyon, ont été appliqués sur la retenue de Génissiat sur le Haut-Rhône français. Ils ont permis de calculer des paramètres hydrauliques utiles au découpage du site d'étude en tronçons homogènes. De plus, les résultats de simulations ont aidé à mettre en évidence la dynamique sédimentaire des trois zones décrivant la retenue, i.e. le tronçon fluvial dominé par le charriage, la retenue amont par la suspension graduée de sables et la retenue aval par la suspension d'argile et de limons. Enfin, la modélisation numérique est utile pour la réalisation de scénarios prédictifs et le test de modes de gestion alternative.}, number={3}, journal={Houille Blanche}, author={Guertault, L. and Camenen, B. and Paquier, A. and Faure, J.-B. and Peteuil, C.}, year={2018}, pages={71–76} }
 @article{wardinski_guertault_fox_castro-bolinaga_2018, title={Suitability of a Linear Model for Predicting Cohesive Soil Detachment during Jet Erosion Tests}, volume={23}, ISSN={1084-0699 1943-5584}, url={http://dx.doi.org/10.1061/(ASCE)HE.1943-5584.0001690}, DOI={10.1061/(asce)he.1943-5584.0001690}, abstractNote={AbstractCohesive soil detachment is a complex process that is typically simulated using simplified mathematical models such as the linear excess shear stress equation or power laws. The assumption ...}, number={9}, journal={Journal of Hydrologic Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Wardinski, K. M. and Guertault, L. and Fox, G. A. and Castro-Bolinaga, C. F.}, year={2018}, month={Sep}, pages={06018004} }
 @misc{brewer_worthington_mollenhauer_stewart_mcmanamay_guertault_moore_2018, title={Synthesizing models useful for ecohydrology and ecohydraulic approaches: An emphasis on integrating models to address complex research questions}, volume={11}, ISSN={["1936-0592"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85044862558&partnerID=MN8TOARS}, DOI={10.1002/eco.1966}, abstractNote={Abstract}, number={7}, journal={ECOHYDROLOGY}, author={Brewer, Shannon K. and Worthington, Thomas A. and Mollenhauer, Robert and Stewart, David R. and McManamay, Ryan A. and Guertault, Lucie and Moore, Desiree}, year={2018}, month={Oct} }
 @inproceedings{enlow_fox_. boyer_stoecker_storm_starks_guertault_2017, title={<i>A Modeling Framework for Evaluating Streambank Stabilization Practices for Reach-Scale Sediment Reduction</i>}, url={http://dx.doi.org/10.13031/aim.201700133}, DOI={10.13031/aim.201700133}, abstractNote={<abstract> <b><sc>Abstract.</sc></b> <b>Streambank stabilization techniques are often implemented to reduce sediment loads from unstable streambanks. Process-based models can predict sediment yields with stabilization scenarios prior to implementation. However, a framework does not exist on how to effectively utilize these models to evaluate stabilization measures; instead, many projects rely on empirical approaches that fail to quantify stream-scale impacts. The objective was to develop a framework to evaluate streambank stabilization practices using process-based hydraulic/sediment transport models, public and landowner perception, construction costs, and effectiveness. This framework produces a set of sediment reduction graphs to determine the stabilization length and a second set of graphs to determine the cost. The methodology was applied to Fivemile Creek, located in western Oklahoma. A CONCEPTS simulation was developed for a 10.25-km reach and several stabilization techniques (grade control, riprap toe, and vegetation) were simulated. Vegetation with 2:1 bank slopes was determined to be the most cost-effective stabilization practice. </b>}, booktitle={2017 Spokane, Washington July 16 - July 19, 2017}, publisher={American Society of Agricultural and Biological Engineers}, author={Enlow, Holly K and Fox, Garey A. and . Boyer, Tracy  A. and Stoecker, Art and Storm, Daniel  E. and Starks, Patrick and Guertault, Lucie}, year={2017} }
 @article{mcnichol_kassa_fox_miller_guertault_2017, title={Erodibility Parameters Derived from Jet and Flume Erosion Tests on Root-Permeated Soils}, volume={160}, ISSN={["1936-704X"]}, DOI={10.1111/j.1936-704x.2017.03244.x}, abstractNote={Abstract}, number={1}, journal={JOURNAL OF CONTEMPORARY WATER RESEARCH & EDUCATION}, publisher={Wiley-Blackwell}, author={McNichol, Bailey and Kassa, Kayla and Fox, Garey and Miller, Ron and Guertault, Lucie}, year={2017}, month={Apr}, pages={119–131} }
 @article{enlow_fox_guertault_2017, title={Watershed Variability in Streambank Erodibility and Implications for Erosion Prediction}, volume={9}, ISSN={2073-4441}, url={http://dx.doi.org/10.3390/w9080605}, DOI={10.3390/w9080605}, abstractNote={Two fluvial erosion models are commonly used to simulate the erosion rate of cohesive soils: the empirical excess shear stress model and the mechanistic Wilson model. Both models include two soil parameters, the critical shear stress (τc) and the erodibility coefficient (kd) for the excess shear stress model and b0 and b1 for the Wilson model. Jet erosion tests (JETs) allow for in-situ determination of these parameters. JETs were completed at numerous sites along two streams in each the Illinois River and Fort Cobb Reservoir watersheds. The objectives were to use JET results from these streambank tests to investigate variability of erodibility parameters on the watershed scale and investigate longitudinal trends in streambank erodibility. The research also determined the impact of this variability on lateral retreat predicted by a process-based model using both the excess shear stress model and the Wilson model. Parameters derived from JETs were incorporated into a one-dimensional process-based model to simulate bank retreat for one stream in each watershed. Erodibility parameters varied by two to five and one to two orders of magnitude in the Illinois River watershed and Fort Cobb Reservoir watershed, respectively. Less variation was observed in predicted retreat by a process-based model compared to the input erodibility parameters. Uncalibrated erodibility parameters and simplified applied shear stress estimates failed to match observed lateral retreats suggesting the need for model calibration and/or advanced flow modeling.}, number={8}, journal={Water}, publisher={MDPI AG}, author={Enlow, Holly and Fox, Garey and Guertault, Lucie}, year={2017}, month={Aug}, pages={605} }
 @article{klavon_fox_guertault_langendoen_enlow_miller_khanal_2016, title={Evaluating a process-based model for use in streambank stabilization: insights on the Bank Stability and Toe Erosion Model (BSTEM)}, volume={42}, ISSN={0197-9337}, url={http://dx.doi.org/10.1002/ESP.4073}, DOI={10.1002/esp.4073}, abstractNote={Abstract}, number={1}, journal={Earth Surface Processes and Landforms}, publisher={Wiley}, author={Klavon, Kate and Fox, Garey and Guertault, Lucie and Langendoen, Eddy and Enlow, Holly and Miller, Ron and Khanal, Anish}, year={2016}, month={Dec}, pages={191–213} }
 @article{guertault_camenen_peteuil_paquier_faure_2016, title={One-dimensional modeling of suspended sediment dynamics in dam reservoirs}, volume={142}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84988591480&partnerID=MN8TOARS}, DOI={10.1061/(ASCE)HY.1943-7900.0001157}, abstractNote={AbstractContinuous sedimentation of fine sediments in dam reservoirs triggers considerable economic and ecological impacts worldwide. The definition of appropriate reservoir management procedures requires accurate tools for predicting the sediment dynamics both in the reservoir and downstream reaches. In this article, a one-dimensional numerical model aiming to reproduce suspended sediment dynamics is presented. To take into account water intake locations and vertical distribution of suspended sediments in areas of larger water depths close to dams, an additional module is developed. The model is applied to a reach of the French Upper Rhone River, including two reservoirs. The calibrated model provides accurate flux estimates and reproduces erosion and deposition patterns observed in the reservoir for several scenarios. The additional module allows to improve the estimation of the sand load released by low-level outlets. Eventually, the model could be used either to provide insights on the outcome of past...}, number={10}, journal={Journal of Hydraulic Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Guertault, Lucie and Camenen, Benoit and Peteuil, Christophe and Paquier, André and Faure, Jean Baptiste}, year={2016}, pages={04016033} }
 @article{fox_sheshukov_cruse_kolar_guertault_gesch_dutnell_2016, title={Reservoir Sedimentation and Upstream Sediment Sources: Perspectives and Future Research Needs on Streambank and Gully Erosion}, volume={57}, ISSN={0364-152X 1432-1009}, url={http://dx.doi.org/10.1007/S00267-016-0671-9}, DOI={10.1007/s00267-016-0671-9}, abstractNote={The future reliance on water supply and flood control reservoirs across the globe will continue to expand, especially under a variable climate. As the inventory of new potential dam sites is shrinking, construction of additional reservoirs is less likely compared to simultaneous flow and sediment management in existing reservoirs. One aspect of this sediment management is related to the control of upstream sediment sources. However, key research questions remain regarding upstream sediment loading rates. Highlighted in this article are research needs relative to measuring and predicting sediment transport rates and loading due to streambank and gully erosion within a watershed. For example, additional instream sediment transport and reservoir sedimentation rate measurements are needed across a range of watershed conditions, reservoir sizes, and geographical locations. More research is needed to understand the intricate linkage between upland practices and instream response. A need still exists to clarify the benefit of restoration or stabilization of a small reach within a channel system or maturing gully on total watershed sediment load. We need to better understand the intricate interactions between hydrological and erosion processes to improve prediction, location, and timing of streambank erosion and failure and gully formation. Also, improved process-based measurement and prediction techniques are needed that balance data requirements regarding cohesive soil erodibility and stability as compared to simpler topographic indices for gullies or stream classification systems. Such techniques will allow the research community to address the benefit of various conservation and/or stabilization practices at targeted locations within watersheds.}, number={5}, journal={Environmental Management}, publisher={Springer Science and Business Media LLC}, author={Fox, G. A. and Sheshukov, A. and Cruse, R. and Kolar, R. L. and Guertault, L. and Gesch, K. R. and Dutnell, R. C.}, year={2016}, month={Feb}, pages={945–955} }
 @inproceedings{guertault_camenen_paquier_peteuil_2014, title={1D modelling of fine sediments dynamics in a dam reservoir during a flushing event}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84906862093&partnerID=MN8TOARS}, DOI={10.1201/b17397-19}, booktitle={Reservoir Sedimentation - Special Session on Reservoir Sedimentation of the 7th International Conference on Fluvial Hydraulics, RIVER FLOW 2014}, publisher={CRC Press}, author={Guertault, L and Camenen, B and Paquier, A and Peteuil, C}, year={2014}, pages={147–154} }
 @article{guertault_camenen_peteuil_paquier_2014, title={Long term evolution of a dam reservoir subjected to regular flushing events}, volume={39}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84897465751&partnerID=MN8TOARS}, DOI={10.5194/adgeo-39-89-2014}, abstractNote={Abstract. An analysis of the long term morphological evolution of the Génissiat reservoir (France) is provided. First, a methodology for bathymetric data processing and reservoir sediment volume budget calculation is described. An estimation of global uncertainties in volume calculation is proposed. The reservoir bathymetric budget for several dam flushing events and interflush periods is presented, showing the global decrease of deposited sediment volume with time. The spatial dynamics of the reservoir subreaches is highlighted and typical patterns in flush and interflush periods are identified.
                    }, journal={Advances in Geosciences}, publisher={Copernicus GmbH}, author={Guertault, L. and Camenen, B. and Peteuil, C. and Paquier, A.}, year={2014}, pages={89–94} }