Coupling GIS with Stormwater Modelling for the Location Prioritization and Hydrological Simulation of Permeable Pavements in Urban Catchments
暂无分享,去创建一个
Ignacio Andrés-Doménech | Daniel Jato-Espino | Susanne M. Charlesworth | Nora Sillanpää | D. Jato-Espino | Nora Sillanpää | I. Andrés-Doménech | S. Charlesworth
[1] Student,et al. THE PROBABLE ERROR OF A MEAN , 1908 .
[2] A. Deletic,et al. Nutrient and sediment removal by stormwater biofilters: a large-scale design optimisation study. , 2008, Water research.
[3] Yiping Guo,et al. SWMM Simulation of the Storm Water Volume Control Performance of Permeable Pavement Systems , 2015 .
[4] Harri Koivusalo,et al. Impacts of urban development on runoff event characteristics and unit hydrographs across warm and cold seasons in high latitudes , 2015 .
[5] S. Shapiro,et al. An analysis of variance test for normality ( complete samp 1 es ) t , 2007 .
[6] M. Kendall. Statistical Methods for Research Workers , 1937, Nature.
[7] R M Ashley,et al. A GIS-based methodology for selecting stormwater disconnection opportunities. , 2012, Water science and technology : a journal of the International Association on Water Pollution Research.
[8] Harri Koivusalo,et al. Modelling and assessment of hydrological changes in a developing urban catchment , 2015 .
[9] H. White. Strategic Flood Risk Assessments , 2017 .
[10] J. Tailleur,et al. Global Patterns of Groundwater Table Depth , 2013 .
[11] J. Suárez,et al. Stormwater quality calibration by SWMM : a case study in Northern Spain , 2007 .
[12] S. Charlesworth. A review of the adaptation and mitigation of global climate change using sustainable drainage in cities , 2010 .
[13] S. Shapiro,et al. A Comparative Study of Various Tests for Normality , 1968 .
[14] Analysis of the SWMM Model Parameters for Runoff Evaluation in Periurban Basins from Southern Brazil. , 2011 .
[15] H. B. Mann,et al. On a Test of Whether one of Two Random Variables is Stochastically Larger than the Other , 1947 .
[16] H. Sieker,et al. A stormwater management information system for the catchment area of the River Emscher , 2006 .
[17] W. Kruskal,et al. Use of Ranks in One-Criterion Variance Analysis , 1952 .
[18] R. Vogel,et al. Optimal Location of Infiltration-Based Best Management Practices for Storm Water Management , 2005 .
[19] L. Penrose,et al. THE CORRELATION BETWEEN RELATIVES ON THE SUPPOSITION OF MENDELIAN INHERITANCE , 2022 .
[20] J. R. Hernández,et al. Estudio, análisis y diseño de secciones permeables de firmes para vías urbanas con un comportamiento adecuado frente a la colmatación y con la capacidad portante necesaria para soportar tráficos ligeros , 2008 .
[21] Rachel Dearden,et al. A proposed decision-making framework for a national infiltration SuDS map , 2012 .
[22] T. Chai,et al. Root mean square error (RMSE) or mean absolute error (MAE)? – Arguments against avoiding RMSE in the literature , 2014 .
[23] Giuseppe Acciani,et al. Descriptive and Inferential Statistics for Supervising and Monitoring the Operation of PV Plants , 2009, IEEE Transactions on Industrial Electronics.
[24] Daniel Jato-Espino,et al. Rainfall–Runoff Simulations to Assess the Potential of SuDS for Mitigating Flooding in Highly Urbanized Catchments , 2016, International journal of environmental research and public health.
[25] J. B. Ellis,et al. A GIS based decision support system for the implementation of Stormwater Best Management Practices , 2008 .
[26] D. Helsel,et al. Statistical analysis of hydrologic data. , 1992 .
[27] Heejun Chang,et al. The effects of climate change and urbanization on the runoff of the Rock Creek basin in the Portland metropolitan area, Oregon, USA , 2009 .
[28] D. Sample,et al. Best management practice fact sheet 1: Rooftop disconnection , 2013 .
[29] Daniel Jato-Espino,et al. A fuzzy stochastic multi-criteria model for the selection of urban pervious pavements , 2014, Expert Syst. Appl..
[30] R. Fisher. XV.—The Correlation between Relatives on the Supposition of Mendelian Inheritance. , 1919, Transactions of the Royal Society of Edinburgh.
[31] D. Jato-Espino,et al. Site selection for sustainable drainage in flood-sensitive highly urbanised catchments using hydrologic and geometric variables , 2016 .
[32] Integrated modelling for urban surface water exceedance flows , 2012 .
[33] S. Shapiro,et al. An Analysis of Variance Test for Normality (Complete Samples) , 1965 .
[34] S. Wilson,et al. Source control using constructed pervious surfaces: hydraulic, structural and water quality performance issues , 2002 .
[35] A. Gerlak. Water , 2013, Ecological Restoration.
[36] Woods Ballard,et al. The SUDS manual , 2007 .
[37] C. Lashford,et al. Decision-Making and Sustainable Drainage: Design and Scale , 2016 .