Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain

Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Gomez-Ullate, Elena [verfasserIn] Castillo-Lopez, Elena [verfasserIn] Castro-Fresno, Daniel [verfasserIn] Bayon, Joseba Rodriguez [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2010

Schlagwörter:	Urban water cycle Urban drainage systems Storm-water management Water storage

Übergeordnetes Werk:	Enthalten in: Water resources management - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1987, 25(2010), 6 vom: 18. Dez., Seite 1525-1535
Übergeordnetes Werk:	volume:25 ; year:2010 ; number:6 ; day:18 ; month:12 ; pages:1525-1535

Links:	Volltext

DOI / URN:	10.1007/s11269-010-9758-x

Katalog-ID:	SPR018374298

Internformat


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520			\|a Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month.
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author_variant	e g u egu e c l ecl d c f dcf j r b jr jrb
matchkey_str	article:15731650:2010----::nlssncnrsodfeetevosaeetfraaeetftrwtrn
hierarchy_sort_str	2010
bklnumber	43.33
publishDate	2010
allfields	10.1007/s11269-010-9758-x doi (DE-627)SPR018374298 (SPR)s11269-010-9758-x-e DE-627 ger DE-627 rakwb eng 550 630 ASE 43.33 bkl Gomez-Ullate, Elena verfasserin aut Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month. Urban water cycle (dpeaa)DE-He213 Urban drainage systems (dpeaa)DE-He213 Storm-water management (dpeaa)DE-He213 Water storage (dpeaa)DE-He213 Castillo-Lopez, Elena verfasserin aut Castro-Fresno, Daniel verfasserin aut Bayon, Joseba Rodriguez verfasserin aut Enthalten in Water resources management Dordrecht [u.a.] : Springer Science + Business Media B.V, 1987 25(2010), 6 vom: 18. Dez., Seite 1525-1535 (DE-627)315299924 (DE-600)2016360-5 1573-1650 nnns volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535 https://dx.doi.org/10.1007/s11269-010-9758-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 43.33 ASE AR 25 2010 6 18 12 1525-1535
spelling	10.1007/s11269-010-9758-x doi (DE-627)SPR018374298 (SPR)s11269-010-9758-x-e DE-627 ger DE-627 rakwb eng 550 630 ASE 43.33 bkl Gomez-Ullate, Elena verfasserin aut Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month. Urban water cycle (dpeaa)DE-He213 Urban drainage systems (dpeaa)DE-He213 Storm-water management (dpeaa)DE-He213 Water storage (dpeaa)DE-He213 Castillo-Lopez, Elena verfasserin aut Castro-Fresno, Daniel verfasserin aut Bayon, Joseba Rodriguez verfasserin aut Enthalten in Water resources management Dordrecht [u.a.] : Springer Science + Business Media B.V, 1987 25(2010), 6 vom: 18. Dez., Seite 1525-1535 (DE-627)315299924 (DE-600)2016360-5 1573-1650 nnns volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535 https://dx.doi.org/10.1007/s11269-010-9758-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 43.33 ASE AR 25 2010 6 18 12 1525-1535
allfields_unstemmed	10.1007/s11269-010-9758-x doi (DE-627)SPR018374298 (SPR)s11269-010-9758-x-e DE-627 ger DE-627 rakwb eng 550 630 ASE 43.33 bkl Gomez-Ullate, Elena verfasserin aut Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month. Urban water cycle (dpeaa)DE-He213 Urban drainage systems (dpeaa)DE-He213 Storm-water management (dpeaa)DE-He213 Water storage (dpeaa)DE-He213 Castillo-Lopez, Elena verfasserin aut Castro-Fresno, Daniel verfasserin aut Bayon, Joseba Rodriguez verfasserin aut Enthalten in Water resources management Dordrecht [u.a.] : Springer Science + Business Media B.V, 1987 25(2010), 6 vom: 18. Dez., Seite 1525-1535 (DE-627)315299924 (DE-600)2016360-5 1573-1650 nnns volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535 https://dx.doi.org/10.1007/s11269-010-9758-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 43.33 ASE AR 25 2010 6 18 12 1525-1535
allfieldsGer	10.1007/s11269-010-9758-x doi (DE-627)SPR018374298 (SPR)s11269-010-9758-x-e DE-627 ger DE-627 rakwb eng 550 630 ASE 43.33 bkl Gomez-Ullate, Elena verfasserin aut Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month. Urban water cycle (dpeaa)DE-He213 Urban drainage systems (dpeaa)DE-He213 Storm-water management (dpeaa)DE-He213 Water storage (dpeaa)DE-He213 Castillo-Lopez, Elena verfasserin aut Castro-Fresno, Daniel verfasserin aut Bayon, Joseba Rodriguez verfasserin aut Enthalten in Water resources management Dordrecht [u.a.] : Springer Science + Business Media B.V, 1987 25(2010), 6 vom: 18. Dez., Seite 1525-1535 (DE-627)315299924 (DE-600)2016360-5 1573-1650 nnns volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535 https://dx.doi.org/10.1007/s11269-010-9758-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 43.33 ASE AR 25 2010 6 18 12 1525-1535
allfieldsSound	10.1007/s11269-010-9758-x doi (DE-627)SPR018374298 (SPR)s11269-010-9758-x-e DE-627 ger DE-627 rakwb eng 550 630 ASE 43.33 bkl Gomez-Ullate, Elena verfasserin aut Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month. Urban water cycle (dpeaa)DE-He213 Urban drainage systems (dpeaa)DE-He213 Storm-water management (dpeaa)DE-He213 Water storage (dpeaa)DE-He213 Castillo-Lopez, Elena verfasserin aut Castro-Fresno, Daniel verfasserin aut Bayon, Joseba Rodriguez verfasserin aut Enthalten in Water resources management Dordrecht [u.a.] : Springer Science + Business Media B.V, 1987 25(2010), 6 vom: 18. Dez., Seite 1525-1535 (DE-627)315299924 (DE-600)2016360-5 1573-1650 nnns volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535 https://dx.doi.org/10.1007/s11269-010-9758-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 43.33 ASE AR 25 2010 6 18 12 1525-1535
language	English
source	Enthalten in Water resources management 25(2010), 6 vom: 18. Dez., Seite 1525-1535 volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535
sourceStr	Enthalten in Water resources management 25(2010), 6 vom: 18. Dez., Seite 1525-1535 volume:25 year:2010 number:6 day:18 month:12 pages:1525-1535
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Urban water cycle Urban drainage systems Storm-water management Water storage
dewey-raw	550
isfreeaccess_bool	false
container_title	Water resources management
authorswithroles_txt_mv	Gomez-Ullate, Elena @@aut@@ Castillo-Lopez, Elena @@aut@@ Castro-Fresno, Daniel @@aut@@ Bayon, Joseba Rodriguez @@aut@@
publishDateDaySort_date	2010-12-18T00:00:00Z
hierarchy_top_id	315299924
dewey-sort	3550
id	SPR018374298
language_de	englisch
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author	Gomez-Ullate, Elena
spellingShingle	Gomez-Ullate, Elena ddc 550 bkl 43.33 misc Urban water cycle misc Urban drainage systems misc Storm-water management misc Water storage Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain
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topic_title	550 630 ASE 43.33 bkl Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain Urban water cycle (dpeaa)DE-He213 Urban drainage systems (dpeaa)DE-He213 Storm-water management (dpeaa)DE-He213 Water storage (dpeaa)DE-He213
topic	ddc 550 bkl 43.33 misc Urban water cycle misc Urban drainage systems misc Storm-water management misc Water storage
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title	Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain
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title_full	Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain
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author_browse	Gomez-Ullate, Elena Castillo-Lopez, Elena Castro-Fresno, Daniel Bayon, Joseba Rodriguez
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title_sort	analysis and contrast of different pervious pavements for management of storm-water in a parking area in northern spain
title_auth	Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain
abstract	Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month.
abstractGer	Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month.
abstract_unstemmed	Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. Moreover, porous asphalt (PA) and porous concrete (PC) showed the highest correlation (86%), whereas plastic grid pavers (PGC) showed least correlation with the others. The capacity of pervious pavement to manage urban storm-water was demonstrated and this experimental parking area provided an alternative water source supplying enough water to irrigate a public garden for almost an entire month.
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title_short	Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain
url	https://dx.doi.org/10.1007/s11269-010-9758-x
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author2	Castillo-Lopez, Elena Castro-Fresno, Daniel Bayon, Joseba Rodriguez
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up_date	2024-07-03T19:14:02.630Z
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fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR018374298</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220111060906.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201006s2010 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11269-010-9758-x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR018374298</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s11269-010-9758-x-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="a">630</subfield><subfield code="q">ASE</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.33</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Gomez-Ullate, Elena</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2010</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Pervious pavements are rainwater control systems that filter and store rainwater, reducing runoff formation and the risk of urban flooding. In addition, these sustainable urban drainage systems provide an additional source of water for non-potable use, which implies a cost and energy saving. An experimental 45 place parking lot consisting of five different types of pervious pavements was constructed in a public park in Santander, northern Spain. The purpose of this research is to evaluate and compare the effect of each pervious pavement type on water storage under specific conditions in northern Spain over time. The main results showed that the pervious materials chosen influence the behaviour of pervious pavements for storm-water management. Firstly, pervious surface materials had a greater effect than the geotextile layer. Nevertheless, the differences in terms of storm-water management using the different pervious pavement types tested still need to be confirmed. Clustering techniques showed three different behaviours according to the pervious surface used. 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Analysis and Contrast of Different Pervious Pavements for Management of Storm-Water in a Parking Area in Northern Spain

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