HYDROLOGICAL PERFORMANCE OF A PERMEABLE PAVEMENT IN MEDITERRANEAN CLIMATE

被引:0
作者
Carbone, Marco [1 ]
Brunetti, Giuseppe [1 ]
Piro, Patrizia [1 ]
机构
[1] Univ Calabria, Dept Civil Engn, I-87030 Commenda Di Rende, Italy
来源
GEOCONFERENCE ON WATER RESOURCES, FOREST, MARINE AND OCEAN ECOSYSTEMS, VOL I (SGEM 2014) | 2014年
关键词
permeable; HYDRUS; pavement; infiltration; LID; MODELS; WATER;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Permeable pavement represent one of the most important Low Impact Development (LID) techniques. It is usually used to reduce runoff volume, peak-flow and pollutant load. Although the lack of adequate modeling tools is a limiting factor in the diffusion of permeable pavements. The modeling of infiltration phenomena in porous medium is extremely complex due to his strongly unsaturated character. For this reason in this research a modeling application on an innovative permeable pavement in University of Calabria is presented. The HYDRUS-1D software has been used to simulate the infiltration phenomena involved for his capacity to correctly describe the hydrological behavior of porous medium under different boundary conditions. In particular a dual-porosity model with a mass transfer equation has been applied. Several events have been used to assess the predictive performance of the HYDRUS model. The modeling results have been compared with the experimental data in terms of outflow using several statistical index. Results confirm the suitability of the HYDRUS model in predicting the hydrological behavior of permeable pavement.
引用
收藏
页码:381 / 388
页数:8
相关论文
共 13 条
[1]   Effectiveness of Low Impact Development Practices: Literature Review and Suggestions for Future Research [J].
Ahiablame, Laurent M. ;
Engel, Bernard A. ;
Chaubey, Indrajeet .
WATER AIR AND SOIL POLLUTION, 2012, 223 (07) :4253-4273
[2]  
[Anonymous], 1993, J IRRIG DRAIN ENG, V119, P429
[3]   A conceptual model for predicting hydraulic behaviour of a green roof [J].
Carbone, M. ;
Garofalo, G. ;
Nigro, G. ;
Piro, P. .
12TH INTERNATIONAL CONFERENCE ON COMPUTING AND CONTROL FOR THE WATER INDUSTRY, CCWI2013, 2014, 70 :266-274
[4]   A review of models for low impact urban stormwater drainage [J].
Elliott, A. H. ;
Trowsdale, S. A. .
ENVIRONMENTAL MODELLING & SOFTWARE, 2007, 22 (03) :394-405
[5]   A DUAL-POROSITY MODEL FOR SIMULATING THE PREFERENTIAL MOVEMENT OF WATER AND SOLUTES IN STRUCTURED POROUS-MEDIA [J].
GERKE, HH ;
VANGENUCHTEN, MT .
WATER RESOURCES RESEARCH, 1993, 29 (02) :305-319
[6]   STATUS OF AUTOMATIC CALIBRATION FOR HYDROLOGIC MODELS: COMPARISON WITH MULTILEVEL EXPERT CALIBRATION [J].
Gupta, Hoshin Vijai ;
Sorooshian, Soroosh ;
Yapo, Patrice Ogou .
JOURNAL OF HYDROLOGIC ENGINEERING, 1999, 4 (02) :135-143
[7]  
Jarvis N J., 1998, Physical Nonequilibrium in Soils: Modelling and Application, P195
[8]   Model evaluation guidelines for systematic quantification of accuracy in watershed simulations [J].
Moriasi, D. N. ;
Arnold, J. G. ;
Van Liew, M. W. ;
Bingner, R. L. ;
Harmel, R. D. ;
Veith, T. L. .
TRANSACTIONS OF THE ASABE, 2007, 50 (03) :885-900
[9]  
Palla A., URBAN WATER, DOI [10.1080/1573062X.2014.900091, DOI 10.1080/1573062X.2014.900091)]
[10]   Delivery and Frequency Distributions of Combined Wastewater Collection System Wet and Dry Weather Loads [J].
Piro, Patrizia ;
Carbone, Marco ;
Sansalone, John .
WATER ENVIRONMENT RESEARCH, 2012, 84 (01) :65-75