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Permeable pavement as a stormwater best management practice: a review and discussion

Profile image of Azizur RahmanAzizur Rahman

2019, Environmental Earth Sciences

https://doi.org/10.1007/S12665-019-8312-2
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20 pages

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Abstract

This paper reviews the current status of permeable pavement research and limitations of its applicability. This discusses the influence of design factors such as permeable pavement type, mix design of porous concrete/asphalt, aggregate materials, particle size and distribution, sub-base depth, and layer setting on hydraulic, structural, and environmental performances of the pavement. Findings of this review demonstrate that the uptake of permeable pavement systems as a stormwater best management practice is relatively limited and slow due to lack of in-depth scientific understanding and economic uncertainties. It confirms the necessity of undertaking further research to fill the knowledge gap by providing practical solutions supported by new knowledge and innovations on permeable pavemen systerms. Followings have been identified as challengers and needs for future research on permeable pavement systems: (a) unavailability of cost data and difficulties of estimation of intangible benefits; (b) co-optimising environmental, hydraulic, and structural performances by modifying design; (c) difficulties of simulating actual field condition to investigate the clogging phenomena via laboratory experiments; (d) modelling the relationship of design variations with structural, hydraulic, and environmental performance; (e) developing a standard maintenance procedure to restore infiltration capacity; and (f) improving the bearing capacity of the structure to withstand higher vehicular loads and speeds.

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References (198)

  1. Aboufoul M, Garcia A (2017) Factors affecting hydraulic conductiv- ity of asphalt mixture. Mater Struct 50(2):116
  2. ACT Planning and Land Authority (2007) Water sensitive urban design general code. Canberra, ACT. www.legis latio n.act.gov. au/ni/2008-27/copy/64663 /pdf/2008-27.pdf. Accessed 15 Aug 2016
  3. Afonso ML, Dinis-Almeida M, Fael CS (2017) Study of the porous asphalt performance with cellulosic fibres. Constr Build Mater 135:104-111
  4. Agar-Ozbek AS, Weerheijm J, Schlangen E, van Breugel K (2013) Investigating porous concrete with improved strength: testing at different scales. Constr Build Mater 41:480-490
  5. Al-Rubaei AM, Stenglein AL, Viklander M, Blecken GT (2013) Long-term hydraulic performance of porous asphalt pavements 327 Page 16 of 20
  6. Alsubih M, Arthur S, Wright G, Allen D (2016) Experimental study on the hydrological performance of a permeable pavement. Urban Water J 14(4):427-434
  7. Andersen CT, Foster IDL, Pratt CJ (1999) The role of urban surfaces (permeable pavements) in regulating drainage and evaporation: development of a laboratory simulation experiment. Hydrol Pro- cess 13(4):597-609
  8. Argue RJ, Pezzaniti D (2005) Porous and permeable paving: back- ground and design issues. In: 29th Hydro and water resources sym. Engineers Australia
  9. Arnold CL Jr, Gibbons CJ (1996) Impervious surface coverage: the emergence of a key environmental indicator. J Am Plan Assoc 62(2):243-258
  10. ASTM D2434-68. Standard Test Method for Hydraulic Conductivity of Granular Soils (Constant Head) ASTM, West Conshohocken, PA, USA (2006)
  11. Bäckström M (2000) Ground temperature in porous pavement during freezing and thawing. J Transp Eng 126(5):375-381
  12. Bäckström M, Bergström A (2000) Draining function of porous asphalt during snowmelt and temporary freezing. Can J Civ Eng 27(3):594-598
  13. Bean EZ (2005) A field study to evaluate permeable pavement surface infiltration rates, runoff quantity, runoff quality, and exfiltrate quality. MS thesis, NC State University, Raleigh
  14. Bean EZ, Hunt WF, Bidelspach DA (2007) Field survey of perme- able pavement surface infiltration rates. J Irrigation Drainage Eng 133(3):249-255
  15. Beecham S, Myers B (2007) Structural and design aspects of porous and permeable block pavement. J Australas Ceram Soc 43(1):74-81
  16. Beecham SC, Lucke T, Myers B (2010) Designing porous and perme- able pavements for stormwater harvesting and reuse (Doctoral dissertation, International Association for Hydro-Environment Engineering and Research)
  17. Bentarzi Y, Terfous A, Ghenaim A, Wanko A, Hlawka F, Poulet JB (2013) Hydrodynamic characteristics of a new permeable pave- ment material produced from recycled concrete and organic mat- ter. Urban Water J 10(4):260-267
  18. Bentarzi Y, Ghenaim A, Terfous A, Wanko A, Feugeas F, Poulet JB, Mosé R (2015) Hydrodynamic behaviour of a new permeable pavement material under high rainfall conditions. Urban Water J 13(7):687-696
  19. Boogaard F, Lucke T, Beecham S (2014) Effect of age of permeable pavements on their infiltration function. Clean-Soil Air Water 42(2):146-152
  20. Borst M, Brown RA (2014) Chloride released from three permeable pavement surfaces after winter salt application. JAWRA J Am Water Resour Assoc 50(1):29-41
  21. Brattebo BO, Booth DB (2003) Long-term stormwater quantity and quality performance of permeable pavement systems. Water Res 37(18):4369-4376
  22. Brown RA, Borst M (2014) Evaluation of surface infiltration test- ing procedures in permeable pavement systems. J Environ Eng 140(3):04014001
  23. Brown RA, Borst M (2015) Quantifying evaporation in a permeable pavement system. Hydrol Process 29(9):2100-2111
  24. Brown JN, Peake BM (2006) Sources of heavy metals and polycyclic aromatic hydrocarbons in urban stormwater runoff. Sci Total Environ 359(1):145-155
  25. Brown GS, Barton LL, Thomson BM (2003) Permanganate oxida- tion of sorbed polycyclic aromatic hydrocarbons. Waste Manag 23(8):737-740
  26. Brown RA, Line DE, Hunt WF (2011) LID treatment train: pervi- ous concrete with subsurface storage in series with bioreten- tion and care with seasonal high water tables. J Environ Eng 138(6):689-697
  27. Calkins J, Kney A, Suleiman MT, Weidner A (2010) Removal of heavy metals using pervious concrete material. In: World Envi- ronmental and Water Resources Congress Caltrans (2014) Pervious Pavement Design Guidance California Department of Transportation. http://www.dot.ca.gov/hq/ oppd/storm wtr/bmp/DG-Pervi ous-Pvm_08211 4.pdf. Accessed 2 Sept 2016
  28. Castro-Fresno D, Andrés-Valeri VC, Sañudo-Fontaneda LA, Rod- riguez-Hernandez J (2013) Sustainable drainage practices in Spain, specially focused on pervious pavements. Water 5(1):67-93
  29. Cates EL, Westphal MJ, Cox JH, Calabria J, Patch SC (2009) Field evaluation of a proprietary storm-water treatment system: removal efficiency and relationships to peak flow, season, and dry time. J Environ Eng 135(7):511-517
  30. Charlesworth SM, Faraj-Llyod AS, Coupe SJ (2016) Renewable energy combined with sustainable drainage: ground source heat and pervious paving. Renew Sustain Energy Rev 68:912-919
  31. Chen Y, Wang K, Wang X, Zhou W (2013) Strength, fracture and fatigue of pervious concrete. Constr Build Mater 42:97-104
  32. Chindaprasirt P, Hatanaka S, Chareerat T, Mishima N, Yuasa Y (2008) Cement paste characteristics and porous concrete prop- erties. Constr Build Mater 22(5):894-901
  33. Chopra M, Kakuturu S, Ballock C, Spence J, Wanielista M (2009) Effect of rejuvenation methods on the infiltration rates of pervi- ous concrete pavements. J Hydrol Eng 15(6):426-433
  34. Collins KA, Hunt WF, Hathaway JM (2008) Hydrologic comparison of four types of permeable pavement and standard asphalt in eastern North Carolina. J Hydrol Eng 13(12):1146-1157
  35. Collins KA, Lawrence TJ, Stander EK, Jontos RJ, Kaushal SS, New- comer TA, Grimm NB, Ekberg MLC (2010) Opportunities and challenges for managing nitrogen in urban stormwater: a review and synthesis. Ecol Eng 36(11):1507-1519
  36. Coughlin JP, Campbell CD, Mays DC (2011) Infiltration and clog- ging by sand and clay in a pervious concrete pavement system. J Hydrol Eng 17(1):68-73
  37. Coupe SJ, Smith HG, Newman AP, Puehmeier T (2003) Biodegrada- tion and microbial diversity within permeable pavements. Eur J Protistol 39(4):495-498
  38. Crouch LK, Pitt J, Hewitt R (2007) Aggregate effects on pervious Portland cement concrete static modulus of elasticity. J Mater Civ Eng 19(7):561-568
  39. Cui L, Bhattacharya S (2015) Choice of aggregates for permeable pavements based on laboratory tests and DEM simulations. Int J Pavement Eng 18(2):160-168
  40. Day GE, Smith DR, Powers JN (1981) Runoff and pollution abate- ment characteristics of concrete grid pavements. Virginia Poly- technic and State University, Virginia
  41. Dechesne M, Barraud S, Bardin JP (2004) Spatial distribution of pollution in an urban stormwater infiltration basin. J Contam Hydrol 72(1):189-205
  42. Dechesne M, Barraud S, Bardin JP (2005) Experimental assess- ment of stormwater infiltration basin evolution. J Environ Eng 131(7):1090-1098
  43. Deo O, Neithalath N (2010) Compressive behavior of pervious con- cretes and a quantification of the influence of random pore structure features. Mater Sci Eng 528(1):402-412 Department of Environment Western Australia (2004) Stormwater management manual for Western Australia. Perth, Western Australia. http://porta l.envir onmen t.wa.gov.au/porta l/page?_ pagei d=55,15086 22&_dad=porta l&_schem a=PORTA L Dierkes C, Kuhlmann L, Kandasamy J, Angelis G (2002) Pollution retention capability and maintenance of permeable pavements. In: Proc. 9th International Conference on Urban Drainage, Global Solutions for Urban Drainage 8-13 Page 17 of 20 327
  44. Disfani MM, Arulrajah A, Bo MW, Hankour R (2011) Recy- cled crushed glass in road work applications. Waste Manag 31(11):2341-2351
  45. Dougherty M, Hein M, Martina BA, Ferguson BK (2010) Quick sur- face infiltration test to assess maintenance needs on small pervi- ous concrete sites. J Irrigation Drainage Eng 137(8):553-563
  46. Drake J, Bradford A (2013) Assessing the potential for restoration of surface permeability for permeable pavements through mainte- nance. Water Sci Technol 68(9):1950-1958
  47. Drake J, Bradford A, Van Seters T (2013) Hydrologic performance of three partial-infiltration permeable pavements in a cold climate over low permeability soil. J Hydrol Eng 19(9):04014016
  48. Drake J, Bradford A, Van Seters T (2014) Stormwater quality of spring-summer-fall effluent from three partial-infiltration per- meable pavement systems and conventional asphalt pavement. J Environ Manag 139:69-79
  49. Dreelin EA, Fowler L, Carroll CR (2006) A test of porous pavement effectiveness on clay soils during natural storm events. Water Res 40(4):799-805
  50. Erickson AJ, Gulliver JS, Weiss PT (2007) Enhanced sand filtration for storm water phosphorus removal. J Environ Eng 133(5):485-497
  51. Erickson AJ, Gulliver JS, Weiss PT (2012) Capturing phosphates with iron enhanced sand filtration. Water Res 46(9):3032-3042
  52. Fach S, Geiger WF (2005) Effective pollutant retention capacity of permeable pavements for infiltrated road runoffs determined by laboratory tests. Water Sci Technol 51(2):37-45
  53. Fan LF, Wang SF, Chen CP, Hsieh HL, Chen JW, Chen TH, Chao WL (2013) Microbial community structure and activity under various pervious pavements. J Environ Eng 140(3):04013012
  54. Fassman EA, Blackbourn S (2010a) Urban runoff mitigation by a per- meable pavement system over impermeable soils. J Hydrol Eng 15(6):475-485
  55. Fassman EA, Blackbourn S (2010b) Permeable Pavement Performance over 3 Years of Monitoring. In: Low impact development 2010: redefining water in the city. ASCE San Fransisco 152-165
  56. Ferguson BK (2005) Porous pavements. CRC Press, Boca Raton Fischel M (2001) Evaluation of selected deicers based on a review of the literature. Colorado Department of Transport, Denver CDOT-DTD-R-2001-15
  57. Frigio F, Raschia S, Steiner D, Hofko B, Canestrari F (2016) Aging effects on recycled WMA porous asphalt mixtures. Constr Build Mater 123:712-718
  58. Gaitani N, Mihalakakou G, Santamouris M (2007) On the use of biocli- matic architecture principles in order to improve thermal comfort conditions in outdoor spaces. Build Environ 42(1):317-324
  59. Ghafoori N, Dutta S (1995) Development of no-fines concrete pave- ment applications. J Transp Eng 121(3):283-288
  60. Gilbert JK, Clausen JC (2006) Stormwater runoff quality and quantity from asphalt, paver, and crushed stone driveways in Connecticut. Water Res 40(4):826-832
  61. Gingrich JB, Anderson RD, Williams GM, LINDA O'conner, Harkins K (2006) Stormwater ponds, constructed wetlands, and other best management practices as potential breeding sites for West Nile virus vectors in Delaware during 2004. J Am Mosquito Control Assoc 22(2):282-291
  62. Gomez-Ullate E, Bayon JR, Coupe S, Castro-Fresno D (2010) Perfor- mance of pervious pavement parking bays storing rainwater in the north of Spain. Water Sci Technol 62(3):615-621
  63. Gomez-Ullate E, Castillo-Lopez E, Castro-Fresno D, Bayon JR (2011) Analysis and contrast of different pervious pavements for man- agement of storm-water in a parking area in Northern Spain. Water Resour Manag 25(6):1525-1535
  64. Güneyisi E, Gesoğlu M, Kareem Q, İpek S (2016) Effect of differ- ent substitution of natural aggregate by recycled aggregate on performance characteristics of pervious concrete. Mater Struct 49(1-2):521-536
  65. Haque MM, Rahman A, Samali B (2016) Evaluation of climate change impacts on rainwater harvesting. J Cleaner Prod 137:60-69
  66. Henderson V, Tighe SL (2011) Evaluation of pervious concrete pave- ment permeability renewal maintenance methods at field sites in Canada. Can J Civ Eng 38(12):1404-1413
  67. Herngren L, Goonetilleke A, Ayoko GA (2005) Understanding heavy metal and suspended solids relationships in urban stormwater using simulated rainfall. J Environ Manag 76(2):149-158
  68. Hesami S, Ahmadi S, Nematzadeh M (2014) Effects of rice husk ash and fiber on mechanical properties of pervious concrete pave- ment. Constr Build Mater 53:680-691
  69. Hisada Y, Matsunaga N, Ando S (2006) Summer and winter structures of heat island in Fukuoka metropolitan area (urban air and envi- ronment control technologies). JSME Int J Ser B Fluids Thermal Eng 49(1):65-71
  70. Huang J, Valeo C, He J, Chu A (2016a) The influence of design param- eters on stormwater pollutant removal in permeable pavements. Water Air Soil Pollut 227(9):311
  71. Huang J, Valeo C, He J, Chu A (2016b) Three types of permeable pavements in cold climates: hydraulic and environmental per- formance. J Environ Eng 142(6):04016025
  72. Imbabi M, Glasser F, Wong JM (2015) Concrete mixture and method of forming the same. U.S. Patent 8,979,997
  73. Imran HM, Akib S, Karim MR (2013) Permeable pavement and stormwater management systems: a review. Environ Technol 34(18):2649-2656
  74. Imteaz MA, Ali MY, Arulrajah A (2012) Possible environmental impacts of recycled glass used as a pavement base material. Waste Management and Research 30(9):917-921
  75. Imteaz M, Ahsan A, Anwar F (2013a) Analysis of stormwater harvest- ing potential: a shift in paradigm is necessary. In: Water conser- vation: practices, challenges and future implications, vol 1
  76. Imteaz MA, Ahsan A, Rahman A, Mekanik F (2013b) Modelling stormwater treatment systems using MUSIC: accuracy. Resour Conserv Recycl 71:15-21
  77. James W, Shahin R (1998) A laboratory examination of pollutants leached from four different pavements by acid rain. Adv Mod- eling Manag Stormw Impacts 6(17):321
  78. Jayasuriya N, Kadurupokune N (2013) Comparative performance of permeable and porous pavements
  79. Jayasuriya N, Zhang J, Setunge S, Furniss J (2005) Improved storm- water management by pervious pavements. In: 29th Hydrology and water resources symposium: Water Capital, 20-23 February 2005, Rydges Lakeside, Canberra 735 Engineers Australia Kadlec RH, Reddy KR (2001) Temperature effects in treatment wet- lands. Water Environ Res 73(5):543-557
  80. Kadurupokune N, Jayasuriya N (2009) Pollutant load removal effi- ciency of pervious pavements: is clogging an issue? Water Sci Technol 60(7):1787-1794
  81. Karim MR, Shelly AB, Biswas M (2005) People perception and accept- ance of rainwater harvesting in a coastal area in Bangladesh. In: 12th international rainwater catchment systems conference, New Delhi, India
  82. Kayhanian M, Suverkropp C, Ruby A, Tsay K (2007) Characteriza- tion and prediction of highway runoff constituent event mean concentration. J Environ Manage 85(2):279-295
  83. Kayhanian M, Vichare A, Green PG, Harvey J (2009) Leachability of dissolved chromium in asphalt and concrete surfacing materials. J Environ Manag 90(11):3574-3580
  84. Kayhanian M, Anderson D, Harvey JT, Jones D, Muhunthan B (2012) Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots. J Environ Manag 95(1):114-123
  85. Kazemi F, Hill K (2015) Effect of permeable pavement basecourse aggregates on stormwater quality for irrigation reuse. Ecol Eng 77:189-195 Environmental Earth Sciences (2019) 78:327
  86. Kertesz R, Burkhardt J, Panguluri S (2014) Real-time analysis of moisture and flow data to describe wet weather response in a permeable pavement parking lot. In: World environmental and water resources congress 2014: water without borders. 2014 world environmental and water resources congress. Proceedings 985-1000
  87. Kevern J, Wang K, Suleiman MT, Schaefer V (2005) Mix design devel- opment for pervious concrete in cold weather climates. In: The mid-continent transportation research symposium, Ames, IA
  88. Kevern J, Schaefer V, Wang K (2009a) Temperature behaviour of per- vious concrete systems. Transp Res Record J Transp Res Board 2098:94-101
  89. Kevern JT, Wang K, Schaefer VR (2009b) Effect of coarse aggregate on the freeze-thaw durability of pervious concrete. J Mater Civ Eng 22(5):469-475
  90. Kim LH, Ko SO, Jeong S, Yoon J (2007) Characteristics of washed-off pollutants and dynamic EMCs in parking lots and bridges during a storm. Sci Total Environ 376(1):178-184
  91. Kim YJ, Gaddafi A, Yoshitake I (2016) Permeable concrete mixed with various admixtures. Mater Des 100:110-119
  92. Knapton J, Cook ID (2000) Permeable paving for a new container handling area at Santos Container Port, Brazil. In: Proc. 6th int. conf. on concrete block paving, Tokyo
  93. Knapton J, Cook ID (2003) The use of permeable pavers in the recon- struction of the fire training ground at Jersey airport. In: Pave Africa: the 7th international conference on concrete block pav- ing. Sun City: international conference on concrete block pavers
  94. Knowles P, Dotro G, Nivala J, García J (2011) Clogging in subsurface- flow treatment wetlands: occurrence and contributing factors. Ecol Eng 37(2):99-112
  95. Konrad CP, Booth DB (2005) Hydrologic changes in urban streams and their ecological significance. Am Fish Soc Symp 47:157-177
  96. Kuang X, Fu Y (2013) Coupled infiltration and filtration behaviours of concrete porous pavement for stormwater management. Hydrol Process 27(4):532-540
  97. Kuang X, Sansalone J, Ying G, Ranieri V (2011) Pore-structure mod- els of hydraulic conductivity for permeable pavement. J Hydrol 399(3):148-157
  98. Kumar K, Kozak J, Hundal L, Cox A, Zhang H, Granato T (2016) In- situ infiltration performance of different permeable pavements in a employee used parking lot-A four-year study. J Environ Manag 167:8-14
  99. Lee K, Kim H, Pak G, Jang S, Kim L, Yoo C, Yun Z, Yoon J (2010) Cost-effectiveness analysis of stormwater best management practices (BMPs) in urban watersheds. Desalin Water Treat 19(1-3):92-96
  100. Lee JG, Borst M, Brown RA, Rossman L, Simon MA (2014) Mod- eling the hydrologic processes of a permeable pavement system. J Hydrol Eng 20(5):04014070
  101. Lee YH, Chou NN, Chen JW (2016) Applications of an innovative load bearing permeable pavement developed in Taiwan. In: 11th Asia pacific transportation development conference and 29th ICTPA annual conference, Hsinchu, Taiwan, 27-29 May 2016. https :// doi.org/10.1061/97807 84479 810.018
  102. Leipard AR, Kevern JT, Richardson JR (2015) Hydraulic characteriza- tion and design of permeable interlocking concrete pavement. In: World environmental and water resources congress 292-301
  103. Li H, Kayhanian M, Harvey JT (2013) Comparative field permeability measurement of permeable pavements using ASTM C1701 and NCAT permeameter methods. J Environ Manage 118:144-152
  104. Li H, Jones D, Wu R, Harvey JT (2014) Development and HVS valida- tion of design tables for permeable interlocking concrete pave- ment: final report
  105. Li H, Wu R, Jones D, Harvey J, Smith DR (2015) Structural perfor- mance of permeable interlocking concrete pavement under heavy traffic loading. In: International symposium on frontiers of road and airport engineering, Shanghai, China, 26-28 Oct 2015. https ://doi.org/10.1061/97807 84414 255.017
  106. Lian C, Zhuge Y, Beecham S (2011) The relationship between porosity and strength for porous concrete. Constr Build Mater 25(11):4294-4298
  107. Lin W, Park DG, Ryu SW, Lee BT, Cho YH (2016) Development of permeability test method for porous concrete block pavement materials considering clogging. Constr Build Mater 118:20-26
  108. Liu J, Sample DJ, Bell C, Guan Y (2014) Review and research needs of bioretention used for the treatment of urban stormwater. Water 6(4):1069-1099
  109. Liu W, Chen W, Feng Q, Peng C, Kang P (2016) Cost-benefit analy- sis of green infrastructures on community stormwater reduc- tion and utilization: a case of Beijing, China. Environ Manag 58(6):1015-1026
  110. Lucke T, Beecham S (2011) Field investigation of clogging in a perme- able pavement system. Build Res Inf 39(6):603-615
  111. Lucke T, Boogaard F, van de Ven F (2014) Evaluation of a new experi- mental test procedure to more accurately determine the surface infiltration rate of permeable pavement systems. Urban Plan Transport Res 2(1):22-35
  112. Lucke T, White R, Nichols P, Borgwardt S (2015) A simple field test to evaluate the maintenance requirements of permeable interlocking concrete pavements. Water 7(6):2542-2554
  113. Ma X, Li Q, Cui YC, Ni AQ (2016) Performance of porous asphalt mixture with various additives. Int J Pavement Eng 19(2):1-7
  114. Makoi JH, Ndakidemi PA (2008) Selected soil enzymes: examples of their potential roles in the ecosystem. Afr J Biotechnol 7(3):181-191
  115. Maliszewska-Kordybach B (1999) Sources, concentrations, fate and effects of polycyclic aromatic hydrocarbons (PAHs) in the envi- ronment. Part A: pAHs in air. Polish J Environ Stud 8:131-136
  116. Manahiloh KN, Muhunthan B, Kayhanian M, Gebremariam SY (2012) X-ray computed tomography and nondestructive evaluation of clogging in porous concrete field samples. J Mater Civ Eng 24(8):1103-1109
  117. Masy T, Bertrand C, Xavier PM, Vreuls C, Wilmot A, Cludts M, Renard P, Mawet P, Smets S, Dethy B, Thonart P (2016) Stable biofilms of Rhodococcus erythropolis T902. 1 in draining pave- ment structures for runoff water decontamination. Int Biodeterior Biodegrad 112:108-118
  118. Mbanaso FU, Coupe SJ, Charlesworth SM, Nnadi EO (2013) Labora- tory-based experiments to investigate the impact of glyphosate- containing herbicide on pollution attenuation and biodegradation in a model pervious paving system. Chemosphere 90(2):737-746
  119. Mbanaso FU, Nnadi EO, Coupe SJ, Charlesworth SM (2016) Storm- water harvesting from landscaped areas: effect of herbicide application on water quality and usage. Environ Sci Pollut Res 23(16):15970-15982
  120. McIsaac R, Rowe RK (2007) Clogging of gravel drainage layers permeated with landfill leachate. J Geotech Geoenviron Eng 133(8):1026-1039
  121. Melbourne Water (2017) https ://www.melbo urnew ater.com.au/plann ing-and-build ing/storm water -manag ement /wsud_treat ments / pages /porou s-pavin g.aspx. Accessed 20 May 2016
  122. Menon S, Akbari H, Mahanama S, Sednev I, Levinson R (2010) Radia- tive forcing and temperature response to changes in urban albe- dos and associated CO2 offsets. Environ Res Lett 5(1):014005
  123. Metzger ME, Myers CM, Kluh S, Wekesa JW, Hu R, Kramer VL (2008) An assessment of mosquito production and nonchemi- cal control measures in structural stormwater best management practices in southern California. J Am Mosq Control Assoc 24(1):70-81
  124. Montalto F, Behr C, Alfredo K, Wolf M, Arye M, Walsh M (2007) Rapid assessment of the cost-effectiveness of low impact devel- opment for CSO control. Landsc Urban Plan 82(3):117-131 Page 19 of 20 327
  125. Mullaney J, Lucke T (2013) Permeable paving systems: is there a potential use to promote street tree health, minimise pavement damage and reduce stormwater flows. In: Proceedings of the 2013 Stormwater Industry Association Queensland State con- ference. Stormwater Industry Association
  126. Mullaney J, Lucke T (2014) Practical review of pervious pavement designs. Clean-Soil Air Water 42(2):111-124
  127. Myers RJK (1975) Temperature effects on ammonification and nitri- fication in a tropical soil. Soil Biol Biochem 7(2):83-86
  128. Myers B, Sagi I, Van Leeuwen J, Beecham S (2007) Water quality improvement by base course aggregate in a permeable pave- ment with underlying reservoir structure. Rainw Urban Des 2007:838
  129. Nemirovsky EM, Welker AL, Lee R (2012) Quantifying evaporation from pervious concrete systems: methodology and hydrologic perspective. J Irrigation Drainage Eng 139(4):271-277
  130. Newman AP, Pratt CJ, Coupe SJ, Cresswell N (2002) Oil bio-degrada- tion in permeable pavements by microbial communities. Innov Technol Urban Drainage 45(7):51-56
  131. Newman AP, Puehmeier T, Shuttleworth A, Pratt CJ (2014) Per- formance of an enhanced pervious pavement system loaded with large volumes of hydrocarbons. Water Sci Technol 70(5):835-842
  132. Nichols PW, White R, Lucke T (2015) Do sediment type and test durations affect results of laboratory-based, accelerated test- ing studies of permeable pavement clogging? Sci Total Environ 511:786-791
  133. Niu ZG, ZW L, Zhang ZW, Cui ZZ (2016) Stormwater infiltration and surface runoff pollution reduction performance of perme- able pavement layers. Environ Sci Pollut Res 23(3):2576-2587
  134. Nnadi EO, Newman AP, Coupe SJ (2014) Geotextile incorporated per- meable pavement system as potential source of irrigation water: effects of re-used water on the soil, plant growth and develop- ment. Clean-Soil Air Water 42(2):125-132
  135. Novo AV, Bayon JR, Castro-Fresno D, Rodriguez-Hernandez J (2013) Temperature performance of different pervious pavements: rain- water harvesting for energy recovery purposes. Water Resour Manag 27(15):5003-5016
  136. Pagotto C, Legret M, Le Cloirec P (2000) Comparison of the hydraulic behaviour and the quality of highway runoff water according to the type of pavement. Water Res 34(18):4446-4454
  137. Palla A, Gnecco I, Carbone M, Garofalo G, Lanza LG, Piro P (2015) Influence of stratigraphy and slope on the drainage capacity of permeable pavements: laboratory results. Urban Water J 12(5):394-403
  138. Park SB, Tia M (2004) An experimental study on the water-purification properties of porous concrete. Cem Concr Res 34(2):177-184
  139. Pratt CJ, Mantle JDG, Schofield PA (1995) UK research into the perfor- mance of permeable pavement, reservoir structures in controlling stormwater discharge quantity and quality. Water Sci Technol 32(1):63-69
  140. Pratt CJ, Newman AP, Bond PC (1999) Mineral oil bio-degradation within a permeable pavement: long term observations. Water Sci Technol 39(2):103-109
  141. Radfar A, Rockaway TD (2015) Neural network models for captured runoff prediction of permeable interlocking concrete pavements. In: World environmental and water resources congress 349-358
  142. Radfar A, Rockaway TD (2016) Clogging prediction of permeable pavement. J Irrigation Drainage Eng 142(4):04015069
  143. Rahman MA, Imteaz MA, Arulrajah A, Piratheepan J, Disfani MM (2015) Recycled construction and demolition materials in perme- able pavement systems: geotechnical and hydraulic characteris- tics. J Cleaner Prod 90:183-194
  144. Ramirez R, Kim H, Jeong H, Ahn J (2015) Fuzzy modelling of runoff and outflow of permeable pavements. In: Advances in civil engi- neering and building materials IV: selected papers from the 2014 4th international conference on civil engineering and building materials (CEBM 2014), 15-16 November 2014, Hong Kong 251
  145. Rodriguez-Hernandez J, Andrés-Valeri VC, Ascorbe-Salcedo A, Castro-Fresno D (2015) Laboratory study on the stormwater retention and runoff attenuation capacity of four permeable pave- ments. J Environ Eng 142(2):04015068
  146. Rose LS, Akbari H, Taha H (2003) Characterizing the fabric of the urban environment: a case study of Greater Houston. Lawrence Berkeley National Laboratory, Texas
  147. Roseen RM, Ballestero TP, Houle JJ, Avellaneda P, Briggs J, Fowler G, Wildey R (2009) Seasonal performance variations for storm- water management systems in cold climate conditions. J Environ Eng 135(3):128-137
  148. Roseen RM, Ballestero TP, Houle JJ, Briggs JF, Houle KM (2011) Water quality and hydrologic performance of a porous asphalt pavement as a storm-water treatment strategy in a cold climate. J Environ Eng 138(1):81-89
  149. Roseen RM, Puls TA, Houle JJ, Ballestero TP (2013) Final report on a cold climate permeable interlocking concrete pavement test facility at the University of New Hampshire Stormwater Center Rosenzweig C, Solecki WD, Cox J, Hodges S, Parshall L, Lynn B, Goldberg R, Gaffin S, Slosberg RB, Savio P, Watson M (2009) Mitigating New York City's heat island: integrating stakeholder perspectives and scientific evaluation. Bull Am Meteor Soc 90(9):1297-1312
  150. Rushton BT (2001) Low-impact parking lot design reduces runoff and pollutant loads. J Water Resour Plan Manag 127(3):172-179
  151. SAA-Standard Association of Australia. Soils for Landscaping and Garden Use (2003) AS 4419. NSW, Australia
  152. Sailor DJ (1995) Simulated urban climate response to modifica- tions in surface albedo and vegetative cover. J Appl Meteorol 34(7):1694-1704
  153. Samat MM, Ahmad J, Hamzah MO, Arshad AK (2016) Influence of warm porous asphalt on permeability reduction due to binder flow. In: InCIEC 885-894
  154. Sangiorgi C, Eskandarsefat S, Tataranni P, Simone A, Vignali V, Lan- tieri C, Dondi G (2017) A complete laboratory assessment of crumb rubber porous asphalt. Constr Build Mater 132:500-507
  155. Sansalone J, Kuang X, Ranieri V (2008) Permeable pavement as a hydraulic and filtration interface for urban drainage. J Irrigation Drainage Eng 134(5):666-674
  156. Sansalone J, Kuang X, Ying G, Ranieri V (2012) Filtration and clog- ging of permeable pavement loaded by urban drainage. Water Res 46(20):6763-6774
  157. Santamouris M (2013) Using cool pavements as a mitigation strategy to fight urban heat island-a review of the actual developments. Renew Sustain Energy Rev 26:224-240
  158. Santamouris M (2016) Cool pavement to mitigate urban heat islands. Urban Clim Mitigation Tech. https ://doi.org/10.4324/97813 15765 839
  159. Sañudo-Fontaneda LA, Charlesworth S, Castro-Fresno D, Andrés- Valeri VCA, Rodriguez-Hernandez J (2013) Experimental per- vious pavement parking areas in the North of Spain. In: NOVAT- ECH 2013
  160. Sañudo-Fontaneda LA, Rodriguez-Hernandez J, Calzada-Pérez MA, Castro-Fresno D (2014) Infiltration behaviour of polymer-mod- ified porous concrete and porous asphalt surfaces used in SuDS techniques. Clean Soil Air Water 42(2):139-145
  161. Schaefer VR, Wang K, Suleiman MT, Kevern JT (2006) Mix design development for pervious concrete in cold weather climates. Final Report, National Concrete Pavement Technology Center, Iowa State University, Ames
  162. Schluter W, Spitzer A, Jefferies C (2002) Performance of three sustain- able urban drainage systems in East Scotland. In: Global solu- tions for urban drainage, proc. of the ninth int. conf. on urban drainage, Sept 8-13 2002, Portland, OR Environmental Earth Sciences (2019) 78:327
  163. Scholes L, Revitt DM, Ellis JB (2008) A systematic approach for the comparative assessment of stormwater pollutant removal poten- tials. J Environ Manag 88(3):467-478
  164. Scholz M (2006) Wetland systems to control urban runoff. Elsevier, Amsterdam
  165. Scholz M, Grabowiecki P (2007) Review of permeable pavement sys- tems. Build Environ 42(11):3830-3836
  166. Scholz M, Grabowiecki P (2009) Combined permeable pavement and ground source heat pump systems to treat urban runoff. J Chem Technol Biotechnol 84(3):405-413
  167. Scholz M, Uzomah VC (2013) Rapid decision support tool based on novel ecosystem service variables for retrofitting of permeable pavement systems in the presence of trees. Sci Total Environ 458:486-498
  168. Schueler TR (1995) Site planning for urban stream protection. Metro- politan Washington Council of Governments, Washington, DC
  169. Seelsaen N, McLaughlan R, Moore S, Ball JE, Stuetz RM (2006) Pol- lutant removal efficiency of alternative filtration media in storm- water treatment. Water Sci Technol 54(6-7):299-305
  170. Serrano L, DeLorenzo ME (2008) Water quality and restoration in a coastal subdivision stormwater pond. J Environ Manage 88(1):43-52
  171. Shackel B, Ball J, Mearing M (2003) Using permeable eco-paving to achieve improved water quality for urban pavements. In: Pro- ceedings of the 7th international conference on concrete block paving, Africa
  172. Shammas NK (1986) Interactions of temperature, pH, and biomass on the nitrification process. J Water Pollut Control Fed 58:52-59
  173. Shirini B, Imaninasab R (2016) Performance evaluation of rubberized and SBS modified porous asphalt mixtures. Constr Build Mater 107:165-171
  174. Shu X, Huang B, Wu H, Dong Q, Burdette EG (2011) Performance comparison of laboratory and field produced pervious concrete mixtures. Constr Build Mater 25(8):3187-3192
  175. Shukrya NAM, Hassana NA, Hainina MR, Abdullahb ME, Mohamed NA, Abdullaha MZHM, Putrajayaa R, Mashrosa N, Bahru UJ (2015) Experimental evaluation of anti-stripping additives on porous asphalt mixtures. J Teknol 78(7-2):113-119
  176. Siriwardene NR, Deletic A, Fletcher TD (2007) Clogging of stormwa- ter gravel infiltration systems and filters: insights from a labora- tory study. Water Res 41(7):1433-1440
  177. Skolasińska K (2006) Clogging microstructures in the vadose zone- laboratory and field studies. Hydrogeol J 14(6):1005-1017
  178. Smith RD (1984) Laboratory testing of fabric interlayers for asphalt concrete paving. State of California, Department of Transporta- tion, Division of Engineering Services, Office of Transportation Laboratory
  179. Smolek A, Hunt W, Winston R (2014) Modeling hydrologic perfor- mance of permeable pavement with DRAINMOD in North Caro- lina and Ohio. Portland, Orgegon 15-21
  180. Soller J, Stephenson J, Olivieri K, Downing J, Olivieri AW (2005) Evaluation of seasonal scale first flush pollutant loading and implications for urban runoff management. J Environ Manag 76(4):309-318
  181. Sonebi M, Bassuoni MT (2013) Investigating the effect of mixture design parameters on pervious concrete by statistical modelling. Constr Build Mater 38:147-154
  182. Stiefel JM, Melesse AM, McClain ME, Price RM, Anderson EP, Chau- han NK (2009) Effects of rainwater-harvesting-induced artificial recharge on the groundwater of wells in Rajasthan, India. Hydro- geol J 17(8):2061-2073
  183. Tota-Maharaj K, Paul P (2015) Sustainable approaches for stormwa- ter quality improvements with experimental geothermal paving systems. Sustainability 7(2):1388-1410
  184. Tota-Maharaj K, Scholz M (2010) Efficiency of permeable pavement systems for the removal of urban runoff pollutants under vary- ing environmental conditions. Environ Progress Sustain Energy 29(3):358-369
  185. Tota-Maharaj K, Scholz M (2013) Combined permeable pavement and photocatalytic titanium dioxide oxidation system for urban run- off treatment and disinfection. Water Environ J 27(3):338-347
  186. Tyner JS, Wright WC, Dobbs PA (2009) Increasing exfiltration from pervious concrete and temperature monitoring. J Environ Manag 90(8):2636-2641
  187. Uzomah VC (2016) Rapid decision support tool based on novel eco- system service variables for retrofitting sustainable drainage sys- tems in the presence of trees (Doctoral dissertation, University of Salford)
  188. Vázquez-Rivera NI, Soto-Pérez L, St John JN, Molina-Bas OI, Hwang SS (2015) Optimization of pervious concrete containing fly ash and iron oxide nanoparticles and its application for phosphorus removal. Constr Build Mater 93:22-28
  189. Ward S, Memon FA, Butler D (2012) Performance of a large building rainwater harvesting system. Water Res 46(16):5127-5134
  190. White MD, Greer KA (2006) The effects of watershed urbanization on the stream hydrology and riparian vegetation of Los Penasquitos Creek, California. Landsc Urban Plan 74(2):125-138
  191. Winston RJ, Al-Rubaei AM, Blecken GT, Viklander M, Hunt WF (2016a) Maintenance measures for preservation and recovery of permeable pavement surface infiltration rate-The effects of street sweeping, vacuum cleaning, high pressure washing, and milling. J Environ Manag 169:132-144
  192. Winston RJ, Davidson-Bennett KM, Buccier KM, Hunt WF (2016b) Seasonal variability in stormwater quality treatment of permeable pavements situated over heavy clay and in a cold climate. Water Air Soil Pollut 227(5):1-21
  193. Wong TH (2006) Water sensitive urban design-the journey thus far. Aust J Water Resour 10(3):213-222
  194. Yang J, Jiang G (2003) Experimental study on properties of pervious concrete pavement materials. Cem Concr Res 33(3):381-386
  195. Yang RY, Zou RP, Yu AB (2000) Computer simulation of the packing of fine particles. Phys Rev 62(3):3900
  196. Yang G, Bowling LC, Cherkauer KA, Pijanowski BC (2011) The impact of urban development on hydrologic regime from catch- ment to basin scales. Landsc Urban Plan 103(2):237-247
  197. Yong CF, McCarthy DT, Deletic A (2013) Predicting physical clogging of porous and permeable pavements. J Hydrol 481:48-55
  198. Zentar R, Dubois V, Abriak NE (2008) Mechanical behaviour and environmental impacts of a test road built with marine dredged sediments. Resour Conserv Recycl 52(6):947-954

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