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HYDROLOGICAL PERFORMANCE OF A PERMEABLE PAVEMENT IN MEDITERRANEAN CLIMATE

Marco Carbone

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b31/s12.050View metrics

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Title
HYDROLOGICAL PERFORMANCE OF A PERMEABLE PAVEMENT IN MEDITERRANEAN CLIMATE
Authors
Marco Carbone
Proceedings
14th International Multidisciplinary Scientific GeoConference SGEM 2014, Water Resources, Forest, Marine and Ocean Ecosystems, Vol. 14, Book 3, Volume 1
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Proceedings volume
14th International Multidisciplinary Scientific GeoConference SGEM 2014, Water Resources, Forest, Marine and Ocean Ecosystems, Vol. 14, Book 3, Volume 1 · Issue Book 3, Volume 1
References13
  1. Piro P., M. Carbone and J. Sansalone Delivery and Frequency Distributions of Combined Sewer Wet and Dry Weather Loads, Water Environment Research, Vol. 84(1), pp. 65 -75, 2012.

  2. Carbone M., Garofalo G., Nigro G., Piro P. A conceptual model for predicting hydraulic behaviour of a green roof, Procedia Engineering, pp. 266-274, 2014.

  3. Shackel, B. Design of permeable paving subject to traffic. 8th International Conference on Concrete Block Paving, November 6 – 8, 2006 San Francisco, California USA, pp10, 2006.

  4. Palla A., Gnecco I., Carbone M., Garofalo G., Lanza L.G., Piro P.,Influence of hydrology and slope on the drainage capacity of permeable pavements: laboratory results, Urban Water (DOI: 10.1080/1573062X.2014.900091).

  5. Elliott, A. H. & Trowsdale, S. A. A review of models for low impact urban stormwater drainage. Environmental Modelling & Software, Vol. 22, pp. 394 –405, 2007.

  6. Ahiablame, L. M., Engel, B. A. & Engel, A. Effectiveness of low impact development practices: literature review and suggestions for future research. Water, Air, and Soil Pollution, Vol. 223, pp. 4253–4273,2012.

  7. Šimůnek, J., M. Th. van Genuchten, and M. Šejna, Development and applications of the HYDRUS and STANMOD software packages, and related codes, Vadose Zone Journal, DOI: 10.2136/VZJ2007.0077, Special Issue ”Vadose Zone Modeling”, 7(2), pp. 587-600, 2008.

  8. Jarvis, N.J., Modeling the impact of preferential flow on nonpoint source pollution. In: Selim, H.M., Ma, L. (Eds.), Physical Nonequilibrium in Soils: Modeling and Application,Ann Arbor Press, Chelsea, MI, pp. 195–221, 1998.

  9. Simunek, J., N. J. Jarvis, M. T. van Genuchten, and A. Gardenas, Review and comparison of models for describing non-equilibrium and preferential flow and transport in the vadose zone, J. Hydrol., Vol. 272 (1–4), pp. 14–35, 2003.

  10. Gerke, H.H., van Genuchten, M.Th., A dual-porosity model for simulating the preferential movement of water and solutes in structured porous media. Water Resour. Res., Vol. 29, pp. 305–319, 1993.

  11. Gupta, H. V., Sorooshian, S., and Yapo, P. O. , Status of Automatic Calibration for Hydrologic Models: Comparison with Multilevel Expert Calibration. Journal of Hydrologic Engineering, Vol. 4, pp. 135–143, 1999.

  12. Moriasi, D. N., Arnold, J. G., Liew, M. W. Van, Bingner, R. L., Harmel, R. D., and Veith, T. L. Model Evaluation Guidelines for Systematic Quantification of Accuracy in Watershed Simulations. Transactions of the Asabe, Vol. 50, pp. 885–900, 2007.

  13. ASCE and ASCE Task Committee on Definition of Criteria for Evaluation of Watershed Models of the Watershed Management Committee, I. and D. D. Criteria for Evaluation of Watershed Models. Journal of Irrigation and Drainage Engineering, Vol. 119, pp. 429–442, 1993.

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