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

  • Upeka Kuruppu
  • Ataur RahmanEmail author
  • M. Azizur Rahman
Thematic Issue
  • 47 Downloads
Part of the following topical collections:
  1. Water Sustainability: A Spectrum of Innovative Technology and Remediation Methods

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.

Keywords

Permeable pavements Infiltration Stormwater quality Stormwater treatment Sustainable urban water management 

Notes

References

  1. Aboufoul M, Garcia A (2017) Factors affecting hydraulic conductivity of asphalt mixture. Mater Struct 50(2):116CrossRefGoogle Scholar
  2. ACT Planning and Land Authority (2007) Water sensitive urban design general code. Canberra, ACT. www.legislation.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 135:104–111CrossRefGoogle Scholar
  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 41:480–490CrossRefGoogle Scholar
  5. Al-Rubaei AM, Stenglein AL, Viklander M, Blecken GT (2013) Long-term hydraulic performance of porous asphalt pavements in northern Sweden. J Irrigation Drainage Eng 139(6):499–505CrossRefGoogle Scholar
  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):427–434CrossRefGoogle Scholar
  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 Process 13(4):597–609CrossRefGoogle Scholar
  8. Argue RJ, Pezzaniti D (2005) Porous and permeable paving: background and design issues. In: 29th Hydro and water resources sym. Engineers AustraliaGoogle Scholar
  9. Arnold CL Jr, Gibbons CJ (1996) Impervious surface coverage: the emergence of a key environmental indicator. J Am Plan Assoc 62(2):243–258CrossRefGoogle Scholar
  10. ASTM D2434-68. Standard Test Method for Hydraulic Conductivity of Granular Soils (Constant Head) ASTM, West Conshohocken, PA, USA (2006)Google Scholar
  11. Bäckström M (2000) Ground temperature in porous pavement during freezing and thawing. J Transp Eng 126(5):375–381CrossRefGoogle Scholar
  12. Bäckström M, Bergström A (2000) Draining function of porous asphalt during snowmelt and temporary freezing. Can J Civ Eng 27(3):594–598CrossRefGoogle Scholar
  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, RaleighGoogle Scholar
  14. Bean EZ, Hunt WF, Bidelspach DA (2007) Field survey of permeable pavement surface infiltration rates. J Irrigation Drainage Eng 133(3):249–255CrossRefGoogle Scholar
  15. Beecham S, Myers B (2007) Structural and design aspects of porous and permeable block pavement. J Australas Ceram Soc 43(1):74–81Google Scholar
  16. Beecham SC, Lucke T, Myers B (2010) Designing porous and permeable pavements for stormwater harvesting and reuse (Doctoral dissertation, International Association for Hydro-Environment Engineering and Research)Google Scholar
  17. Bentarzi Y, Terfous A, Ghenaim A, Wanko A, Hlawka F, Poulet JB (2013) Hydrodynamic characteristics of a new permeable pavement material produced from recycled concrete and organic matter. Urban Water J 10(4):260–267CrossRefGoogle Scholar
  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):687–696CrossRefGoogle Scholar
  19. Boogaard F, Lucke T, Beecham S (2014) Effect of age of permeable pavements on their infiltration function. Clean-Soil Air Water 42(2):146–152CrossRefGoogle Scholar
  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):29–41CrossRefGoogle Scholar
  21. Brattebo BO, Booth DB (2003) Long-term stormwater quantity and quality performance of permeable pavement systems. Water Res 37(18):4369–4376CrossRefGoogle Scholar
  22. Brown RA, Borst M (2014) Evaluation of surface infiltration testing procedures in permeable pavement systems. J Environ Eng 140(3):04014001CrossRefGoogle Scholar
  23. Brown RA, Borst M (2015) Quantifying evaporation in a permeable pavement system. Hydrol Process 29(9):2100–2111CrossRefGoogle Scholar
  24. Brown JN, Peake BM (2006) Sources of heavy metals and polycyclic aromatic hydrocarbons in urban stormwater runoff. Sci Total Environ 359(1):145–155CrossRefGoogle Scholar
  25. Brown GS, Barton LL, Thomson BM (2003) Permanganate oxidation of sorbed polycyclic aromatic hydrocarbons. Waste Manag 23(8):737–740CrossRefGoogle Scholar
  26. Brown RA, Line DE, Hunt WF (2011) LID treatment train: pervious concrete with subsurface storage in series with bioretention and care with seasonal high water tables. J Environ Eng 138(6):689–697CrossRefGoogle Scholar
  27. Calkins J, Kney A, Suleiman MT, Weidner A (2010) Removal of heavy metals using pervious concrete material. In: World Environmental and Water Resources CongressGoogle Scholar
  28. Caltrans (2014) Pervious Pavement Design Guidance California Department of Transportation. http://www.dot.ca.gov/hq/oppd/stormwtr/bmp/DG-Pervious-Pvm_082114.pdf. Accessed 2 Sept 2016
  29. Castro-Fresno D, Andrés-Valeri VC, Sañudo-Fontaneda LA, Rodriguez-Hernandez J (2013) Sustainable drainage practices in Spain, specially focused on pervious pavements. Water 5(1):67–93CrossRefGoogle Scholar
  30. 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):511–517CrossRefGoogle Scholar
  31. Charlesworth SM, Faraj-Llyod AS, Coupe SJ (2016) Renewable energy combined with sustainable drainage: ground source heat and pervious paving. Renew Sustain Energy Rev 68:912–919CrossRefGoogle Scholar
  32. Chen Y, Wang K, Wang X, Zhou W (2013) Strength, fracture and fatigue of pervious concrete. Constr Build Mater 42:97–104CrossRefGoogle Scholar
  33. Chindaprasirt P, Hatanaka S, Chareerat T, Mishima N, Yuasa Y (2008) Cement paste characteristics and porous concrete properties. Constr Build Mater 22(5):894–901CrossRefGoogle Scholar
  34. Chopra M, Kakuturu S, Ballock C, Spence J, Wanielista M (2009) Effect of rejuvenation methods on the infiltration rates of pervious concrete pavements. J Hydrol Eng 15(6):426–433CrossRefGoogle Scholar
  35. 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):1146–1157CrossRefGoogle Scholar
  36. Collins KA, Lawrence TJ, Stander EK, Jontos RJ, Kaushal SS, Newcomer TA, Grimm NB, Ekberg MLC (2010) Opportunities and challenges for managing nitrogen in urban stormwater: a review and synthesis. Ecol Eng 36(11):1507–1519CrossRefGoogle Scholar
  37. Coughlin JP, Campbell CD, Mays DC (2011) Infiltration and clogging by sand and clay in a pervious concrete pavement system. J Hydrol Eng 17(1):68–73CrossRefGoogle Scholar
  38. Coupe SJ, Smith HG, Newman AP, Puehmeier T (2003) Biodegradation and microbial diversity within permeable pavements. Eur J Protistol 39(4):495–498CrossRefGoogle Scholar
  39. Crouch LK, Pitt J, Hewitt R (2007) Aggregate effects on pervious Portland cement concrete static modulus of elasticity. J Mater Civ Eng 19(7):561–568CrossRefGoogle Scholar
  40. Cui L, Bhattacharya S (2015) Choice of aggregates for permeable pavements based on laboratory tests and DEM simulations. Int J Pavement Eng 18(2):160–168CrossRefGoogle Scholar
  41. Day GE, Smith DR, Powers JN (1981) Runoff and pollution abatement characteristics of concrete grid pavements. Virginia Polytechnic and State University, VirginiaGoogle Scholar
  42. Dechesne M, Barraud S, Bardin JP (2004) Spatial distribution of pollution in an urban stormwater infiltration basin. J Contam Hydrol 72(1):189–205CrossRefGoogle Scholar
  43. Dechesne M, Barraud S, Bardin JP (2005) Experimental assessment of stormwater infiltration basin evolution. J Environ Eng 131(7):1090–1098CrossRefGoogle Scholar
  44. Deo O, Neithalath N (2010) Compressive behavior of pervious concretes and a quantification of the influence of random pore structure features. Mater Sci Eng 528(1):402–412CrossRefGoogle Scholar
  45. Department of Environment Western Australia (2004) Stormwater management manual for Western Australia. Perth, Western Australia. http://portal.environment.wa.gov.au/portal/page?_pageid=55,1508622&_dad=portal&_schema=PORTAL
  46. 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 8–13Google Scholar
  47. Disfani MM, Arulrajah A, Bo MW, Hankour R (2011) Recycled crushed glass in road work applications. Waste Manag 31(11):2341–2351CrossRefGoogle Scholar
  48. Dougherty M, Hein M, Martina BA, Ferguson BK (2010) Quick surface infiltration test to assess maintenance needs on small pervious concrete sites. J Irrigation Drainage Eng 137(8):553–563CrossRefGoogle Scholar
  49. Drake J, Bradford A (2013) Assessing the potential for restoration of surface permeability for permeable pavements through maintenance. Water Sci Technol 68(9):1950–1958CrossRefGoogle Scholar
  50. 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):04014016CrossRefGoogle Scholar
  51. Drake J, Bradford A, Van Seters T (2014) Stormwater quality of spring–summer-fall effluent from three partial-infiltration permeable pavement systems and conventional asphalt pavement. J Environ Manag 139:69–79CrossRefGoogle Scholar
  52. Dreelin EA, Fowler L, Carroll CR (2006) A test of porous pavement effectiveness on clay soils during natural storm events. Water Res 40(4):799–805CrossRefGoogle Scholar
  53. Erickson AJ, Gulliver JS, Weiss PT (2007) Enhanced sand filtration for storm water phosphorus removal. J Environ Eng 133(5):485–497CrossRefGoogle Scholar
  54. Erickson AJ, Gulliver JS, Weiss PT (2012) Capturing phosphates with iron enhanced sand filtration. Water Res 46(9):3032–3042CrossRefGoogle Scholar
  55. 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):37–45CrossRefGoogle Scholar
  56. 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):04013012CrossRefGoogle Scholar
  57. Fassman EA, Blackbourn S (2010a) Urban runoff mitigation by a permeable pavement system over impermeable soils. J Hydrol Eng 15(6):475–485CrossRefGoogle Scholar
  58. 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 152-165Google Scholar
  59. Ferguson BK (2005) Porous pavements. CRC Press, Boca RatonCrossRefGoogle Scholar
  60. Fischel M (2001) Evaluation of selected deicers based on a review of the literature. Colorado Department of Transport, Denver CDOT-DTD-R-2001-15Google Scholar
  61. Frigio F, Raschia S, Steiner D, Hofko B, Canestrari F (2016) Aging effects on recycled WMA porous asphalt mixtures. Constr Build Mater 123:712–718CrossRefGoogle Scholar
  62. Gaitani N, Mihalakakou G, Santamouris M (2007) On the use of bioclimatic architecture principles in order to improve thermal comfort conditions in outdoor spaces. Build Environ 42(1):317–324CrossRefGoogle Scholar
  63. Ghafoori N, Dutta S (1995) Development of no-fines concrete pavement applications. J Transp Eng 121(3):283–288CrossRefGoogle Scholar
  64. Gilbert JK, Clausen JC (2006) Stormwater runoff quality and quantity from asphalt, paver, and crushed stone driveways in Connecticut. Water Res 40(4):826–832CrossRefGoogle Scholar
  65. 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):282–291CrossRefGoogle Scholar
  66. Gomez-Ullate E, Bayon JR, Coupe S, Castro-Fresno D (2010) Performance of pervious pavement parking bays storing rainwater in the north of Spain. Water Sci Technol 62(3):615–621CrossRefGoogle Scholar
  67. Gomez-Ullate E, Castillo-Lopez E, Castro-Fresno D, Bayon JR (2011) Analysis and contrast of different pervious pavements for management of storm-water in a parking area in Northern Spain. Water Resour Manag 25(6):1525–1535CrossRefGoogle Scholar
  68. Güneyisi E, Gesoğlu M, Kareem Q, İpek S (2016) Effect of different substitution of natural aggregate by recycled aggregate on performance characteristics of pervious concrete. Mater Struct 49(1–2):521–536CrossRefGoogle Scholar
  69. Haque MM, Rahman A, Samali B (2016) Evaluation of climate change impacts on rainwater harvesting. J Cleaner Prod 137:60–69CrossRefGoogle Scholar
  70. Henderson V, Tighe SL (2011) Evaluation of pervious concrete pavement permeability renewal maintenance methods at field sites in Canada. Can J Civ Eng 38(12):1404–1413Google Scholar
  71. 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):149–158CrossRefGoogle Scholar
  72. Hesami S, Ahmadi S, Nematzadeh M (2014) Effects of rice husk ash and fiber on mechanical properties of pervious concrete pavement. Constr Build Mater 53:680–691CrossRefGoogle Scholar
  73. Hisada Y, Matsunaga N, Ando S (2006) Summer and winter structures of heat island in Fukuoka metropolitan area (urban air and environment control technologies). JSME Int J Ser B Fluids Thermal Eng 49(1):65–71Google Scholar
  74. Huang J, Valeo C, He J, Chu A (2016a) The influence of design parameters on stormwater pollutant removal in permeable pavements. Water Air Soil Pollut 227(9):311CrossRefGoogle Scholar
  75. Huang J, Valeo C, He J, Chu A (2016b) Three types of permeable pavements in cold climates: hydraulic and environmental performance. J Environ Eng 142(6):04016025CrossRefGoogle Scholar
  76. Imbabi M, Glasser F, Wong JM (2015) Concrete mixture and method of forming the same. U.S. Patent 8,979,997Google Scholar
  77. Imran HM, Akib S, Karim MR (2013) Permeable pavement and stormwater management systems: a review. Environ Technol 34(18):2649–2656CrossRefGoogle Scholar
  78. 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):917–921CrossRefGoogle Scholar
  79. Imteaz M, Ahsan A, Anwar F (2013a) Analysis of stormwater harvesting potential: a shift in paradigm is necessary. In: Water conservation: practices, challenges and future implications, vol 1Google Scholar
  80. Imteaz MA, Ahsan A, Rahman A, Mekanik F (2013b) Modelling stormwater treatment systems using MUSIC: accuracy. Resour Conserv Recycl 71:15–21CrossRefGoogle Scholar
  81. James W, Shahin R (1998) A laboratory examination of pollutants leached from four different pavements by acid rain. Adv Modeling Manag Stormw Impacts 6(17):321Google Scholar
  82. Jayasuriya N, Kadurupokune N (2013) Comparative performance of permeable and porous pavementsGoogle Scholar
  83. Jayasuriya N, Zhang J, Setunge S, Furniss J (2005) Improved stormwater management by pervious pavements. In: 29th Hydrology and water resources symposium: Water Capital, 20–23 February 2005, Rydges Lakeside, Canberra 735 Engineers AustraliaGoogle Scholar
  84. Kadlec RH, Reddy KR (2001) Temperature effects in treatment wetlands. Water Environ Res 73(5):543–557CrossRefGoogle Scholar
  85. Kadurupokune N, Jayasuriya N (2009) Pollutant load removal efficiency of pervious pavements: is clogging an issue? Water Sci Technol 60(7):1787–1794CrossRefGoogle Scholar
  86. Karim MR, Shelly AB, Biswas M (2005) People perception and acceptance of rainwater harvesting in a coastal area in Bangladesh. In: 12th international rainwater catchment systems conference, New Delhi, IndiaGoogle Scholar
  87. Kayhanian M, Suverkropp C, Ruby A, Tsay K (2007) Characterization and prediction of highway runoff constituent event mean concentration. J Environ Manage 85(2):279–295CrossRefGoogle Scholar
  88. Kayhanian M, Vichare A, Green PG, Harvey J (2009) Leachability of dissolved chromium in asphalt and concrete surfacing materials. J Environ Manag 90(11):3574–3580CrossRefGoogle Scholar
  89. 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):114–123CrossRefGoogle Scholar
  90. Kazemi F, Hill K (2015) Effect of permeable pavement basecourse aggregates on stormwater quality for irrigation reuse. Ecol Eng 77:189–195CrossRefGoogle Scholar
  91. 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 985–1000Google Scholar
  92. Kevern J, Wang K, Suleiman MT, Schaefer V (2005) Mix design development for pervious concrete in cold weather climates. In: The mid-continent transportation research symposium, Ames, IAGoogle Scholar
  93. Kevern J, Schaefer V, Wang K (2009a) Temperature behaviour of pervious concrete systems. Transp Res Record J Transp Res Board 2098:94–101CrossRefGoogle Scholar
  94. 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):469–475CrossRefGoogle Scholar
  95. 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):178–184CrossRefGoogle Scholar
  96. Kim YJ, Gaddafi A, Yoshitake I (2016) Permeable concrete mixed with various admixtures. Mater Des 100:110–119CrossRefGoogle Scholar
  97. 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, TokyoGoogle Scholar
  98. Knapton J, Cook ID (2003) The use of permeable pavers in the reconstruction of the fire training ground at Jersey airport. In: Pave Africa: the 7th international conference on concrete block paving. Sun City: international conference on concrete block paversGoogle Scholar
  99. Knowles P, Dotro G, Nivala J, García J (2011) Clogging in subsurface-flow treatment wetlands: occurrence and contributing factors. Ecol Eng 37(2):99–112CrossRefGoogle Scholar
  100. Konrad CP, Booth DB (2005) Hydrologic changes in urban streams and their ecological significance. Am Fish Soc Symp 47:157–177Google Scholar
  101. Kuang X, Fu Y (2013) Coupled infiltration and filtration behaviours of concrete porous pavement for stormwater management. Hydrol Process 27(4):532–540CrossRefGoogle Scholar
  102. Kuang X, Sansalone J, Ying G, Ranieri V (2011) Pore-structure models of hydraulic conductivity for permeable pavement. J Hydrol 399(3):148–157CrossRefGoogle Scholar
  103. 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 167:8–14CrossRefGoogle Scholar
  104. 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):92–96CrossRefGoogle Scholar
  105. Lee JG, Borst M, Brown RA, Rossman L, Simon MA (2014) Modeling the hydrologic processes of a permeable pavement system. J Hydrol Eng 20(5):04014070CrossRefGoogle Scholar
  106. 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/10.1061/9780784479810.018
  107. Leipard AR, Kevern JT, Richardson JR (2015) Hydraulic characterization and design of permeable interlocking concrete pavement. In: World environmental and water resources congress 292–301Google Scholar
  108. Li H, Kayhanian M, Harvey JT (2013) Comparative field permeability measurement of permeable pavements using ASTM C1701 and NCAT permeameter methods. J Environ Manage 118:144–152CrossRefGoogle Scholar
  109. Li H, Jones D, Wu R, Harvey JT (2014) Development and HVS validation of design tables for permeable interlocking concrete pavement: final reportGoogle Scholar
  110. Li H, Wu R, Jones D, Harvey J, Smith DR (2015) Structural performance 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/10.1061/9780784414255.017
  111. Lian C, Zhuge Y, Beecham S (2011) The relationship between porosity and strength for porous concrete. Constr Build Mater 25(11):4294–4298CrossRefGoogle Scholar
  112. 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 118:20–26CrossRefGoogle Scholar
  113. 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):1069–1099CrossRefGoogle Scholar
  114. Liu W, Chen W, Feng Q, Peng C, Kang P (2016) Cost-benefit analysis of green infrastructures on community stormwater reduction and utilization: a case of Beijing, China. Environ Manag 58(6):1015–1026CrossRefGoogle Scholar
  115. Lucke T, Beecham S (2011) Field investigation of clogging in a permeable pavement system. Build Res Inf 39(6):603–615CrossRefGoogle Scholar
  116. Lucke T, Boogaard F, van de Ven F (2014) Evaluation of a new experimental test procedure to more accurately determine the surface infiltration rate of permeable pavement systems. Urban Plan Transport Res 2(1):22–35CrossRefGoogle Scholar
  117. 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):2542–2554CrossRefGoogle Scholar
  118. Ma X, Li Q, Cui YC, Ni AQ (2016) Performance of porous asphalt mixture with various additives. Int J Pavement Eng 19(2):1–7Google Scholar
  119. Makoi JH, Ndakidemi PA (2008) Selected soil enzymes: examples of their potential roles in the ecosystem. Afr J Biotechnol 7(3):181–191Google Scholar
  120. Maliszewska-Kordybach B (1999) Sources, concentrations, fate and effects of polycyclic aromatic hydrocarbons (PAHs) in the environment. Part A: pAHs in air. Polish J Environ Stud 8:131–136Google Scholar
  121. 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):1103–1109CrossRefGoogle Scholar
  122. 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 pavement structures for runoff water decontamination. Int Biodeterior Biodegrad 112:108–118CrossRefGoogle Scholar
  123. Mbanaso FU, Coupe SJ, Charlesworth SM, Nnadi EO (2013) Laboratory-based experiments to investigate the impact of glyphosate-containing herbicide on pollution attenuation and biodegradation in a model pervious paving system. Chemosphere 90(2):737–746CrossRefGoogle Scholar
  124. Mbanaso FU, Nnadi EO, Coupe SJ, Charlesworth SM (2016) Stormwater harvesting from landscaped areas: effect of herbicide application on water quality and usage. Environ Sci Pollut Res 23(16):15970–15982CrossRefGoogle Scholar
  125. McIsaac R, Rowe RK (2007) Clogging of gravel drainage layers permeated with landfill leachate. J Geotech Geoenviron Eng 133(8):1026–1039CrossRefGoogle Scholar
  126. Menon S, Akbari H, Mahanama S, Sednev I, Levinson R (2010) Radiative forcing and temperature response to changes in urban albedos and associated CO2 offsets. Environ Res Lett 5(1):014005CrossRefGoogle Scholar
  127. Metzger ME, Myers CM, Kluh S, Wekesa JW, Hu R, Kramer VL (2008) An assessment of mosquito production and nonchemical control measures in structural stormwater best management practices in southern California. J Am Mosq Control Assoc 24(1):70–81CrossRefGoogle Scholar
  128. Montalto F, Behr C, Alfredo K, Wolf M, Arye M, Walsh M (2007) Rapid assessment of the cost-effectiveness of low impact development for CSO control. Landsc Urban Plan 82(3):117–131CrossRefGoogle Scholar
  129. 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 conference. Stormwater Industry AssociationGoogle Scholar
  130. Mullaney J, Lucke T (2014) Practical review of pervious pavement designs. Clean-Soil Air Water 42(2):111–124CrossRefGoogle Scholar
  131. Myers RJK (1975) Temperature effects on ammonification and nitrification in a tropical soil. Soil Biol Biochem 7(2):83–86CrossRefGoogle Scholar
  132. Myers B, Sagi I, Van Leeuwen J, Beecham S (2007) Water quality improvement by base course aggregate in a permeable pavement with underlying reservoir structure. Rainw Urban Des 2007:838Google Scholar
  133. Nemirovsky EM, Welker AL, Lee R (2012) Quantifying evaporation from pervious concrete systems: methodology and hydrologic perspective. J Irrigation Drainage Eng 139(4):271–277CrossRefGoogle Scholar
  134. Newman AP, Pratt CJ, Coupe SJ, Cresswell N (2002) Oil bio-degradation in permeable pavements by microbial communities. Innov Technol Urban Drainage 45(7):51–56Google Scholar
  135. Newman AP, Puehmeier T, Shuttleworth A, Pratt CJ (2014) Performance of an enhanced pervious pavement system loaded with large volumes of hydrocarbons. Water Sci Technol 70(5):835–842CrossRefGoogle Scholar
  136. Nichols PW, White R, Lucke T (2015) Do sediment type and test durations affect results of laboratory-based, accelerated testing studies of permeable pavement clogging? Sci Total Environ 511:786–791CrossRefGoogle Scholar
  137. Niu ZG, ZW L, Zhang ZW, Cui ZZ (2016) Stormwater infiltration and surface runoff pollution reduction performance of permeable pavement layers. Environ Sci Pollut Res 23(3):2576–2587CrossRefGoogle Scholar
  138. Nnadi EO, Newman AP, Coupe SJ (2014) Geotextile incorporated permeable pavement system as potential source of irrigation water: effects of re-used water on the soil, plant growth and development. Clean-Soil Air Water 42(2):125–132CrossRefGoogle Scholar
  139. Novo AV, Bayon JR, Castro-Fresno D, Rodriguez-Hernandez J (2013) Temperature performance of different pervious pavements: rainwater harvesting for energy recovery purposes. Water Resour Manag 27(15):5003–5016Google Scholar
  140. 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):4446–4454CrossRefGoogle Scholar
  141. 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):394–403CrossRefGoogle Scholar
  142. Park SB, Tia M (2004) An experimental study on the water-purification properties of porous concrete. Cem Concr Res 34(2):177–184CrossRefGoogle Scholar
  143. Pratt CJ, Mantle JDG, Schofield PA (1995) UK research into the performance of permeable pavement, reservoir structures in controlling stormwater discharge quantity and quality. Water Sci Technol 32(1):63–69CrossRefGoogle Scholar
  144. Pratt CJ, Newman AP, Bond PC (1999) Mineral oil bio-degradation within a permeable pavement: long term observations. Water Sci Technol 39(2):103–109CrossRefGoogle Scholar
  145. Radfar A, Rockaway TD (2015) Neural network models for captured runoff prediction of permeable interlocking concrete pavements. In: World environmental and water resources congress 349–358Google Scholar
  146. Radfar A, Rockaway TD (2016) Clogging prediction of permeable pavement. J Irrigation Drainage Eng 142(4):04015069CrossRefGoogle Scholar
  147. Rahman MA, Imteaz MA, Arulrajah A, Piratheepan J, Disfani MM (2015) Recycled construction and demolition materials in permeable pavement systems: geotechnical and hydraulic characteristics. J Cleaner Prod 90:183–194CrossRefGoogle Scholar
  148. Ramirez R, Kim H, Jeong H, Ahn J (2015) Fuzzy modelling of runoff and outflow of permeable pavements. In: Advances in civil engineering 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 251CrossRefGoogle Scholar
  149. 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 pavements. J Environ Eng 142(2):04015068CrossRefGoogle Scholar
  150. Rose LS, Akbari H, Taha H (2003) Characterizing the fabric of the urban environment: a case study of Greater Houston. Lawrence Berkeley National Laboratory, TexasCrossRefGoogle Scholar
  151. 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):128–137CrossRefGoogle Scholar
  152. 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):81–89CrossRefGoogle Scholar
  153. 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 CenterGoogle Scholar
  154. 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):1297–1312CrossRefGoogle Scholar
  155. Rushton BT (2001) Low-impact parking lot design reduces runoff and pollutant loads. J Water Resour Plan Manag 127(3):172–179CrossRefGoogle Scholar
  156. SAA—Standard Association of Australia. Soils for Landscaping and Garden Use (2003) AS 4419. NSW, AustraliaGoogle Scholar
  157. Sailor DJ (1995) Simulated urban climate response to modifications in surface albedo and vegetative cover. J Appl Meteorol 34(7):1694–1704CrossRefGoogle Scholar
  158. Samat MM, Ahmad J, Hamzah MO, Arshad AK (2016) Influence of warm porous asphalt on permeability reduction due to binder flow. In: InCIEC 885–894Google Scholar
  159. Sangiorgi C, Eskandarsefat S, Tataranni P, Simone A, Vignali V, Lantieri C, Dondi G (2017) A complete laboratory assessment of crumb rubber porous asphalt. Constr Build Mater 132:500–507CrossRefGoogle Scholar
  160. Sansalone J, Kuang X, Ranieri V (2008) Permeable pavement as a hydraulic and filtration interface for urban drainage. J Irrigation Drainage Eng 134(5):666–674CrossRefGoogle Scholar
  161. Sansalone J, Kuang X, Ying G, Ranieri V (2012) Filtration and clogging of permeable pavement loaded by urban drainage. Water Res 46(20):6763–6774CrossRefGoogle Scholar
  162. 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 26:224–240CrossRefGoogle Scholar
  163. Santamouris M (2016) Cool pavement to mitigate urban heat islands. Urban Clim Mitigation Tech.  https://doi.org/10.4324/9781315765839 CrossRefGoogle Scholar
  164. Sañudo-Fontaneda LA, Charlesworth S, Castro-Fresno D, Andrés-Valeri VCA, Rodriguez-Hernandez J (2013) Experimental pervious pavement parking areas in the North of Spain. In: NOVATECH 2013Google Scholar
  165. Sañudo-Fontaneda LA, Rodriguez-Hernandez J, Calzada-Pérez MA, Castro-Fresno D (2014) Infiltration behaviour of polymer-modified porous concrete and porous asphalt surfaces used in SuDS techniques. Clean Soil Air Water 42(2):139–145CrossRefGoogle Scholar
  166. 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, AmesGoogle Scholar
  167. Schluter W, Spitzer A, Jefferies C (2002) Performance of three sustainable urban drainage systems in East Scotland. In: Global solutions for urban drainage, proc. of the ninth int. conf. on urban drainage, Sept 8–13 2002, Portland, ORGoogle Scholar
  168. Scholes L, Revitt DM, Ellis JB (2008) A systematic approach for the comparative assessment of stormwater pollutant removal potentials. J Environ Manag 88(3):467–478CrossRefGoogle Scholar
  169. Scholz M (2006) Wetland systems to control urban runoff. Elsevier, AmsterdamGoogle Scholar
  170. Scholz M, Grabowiecki P (2007) Review of permeable pavement systems. Build Environ 42(11):3830–3836CrossRefGoogle Scholar
  171. Scholz M, Grabowiecki P (2009) Combined permeable pavement and ground source heat pump systems to treat urban runoff. J Chem Technol Biotechnol 84(3):405–413CrossRefGoogle Scholar
  172. 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 458:486–498CrossRefGoogle Scholar
  173. Schueler TR (1995) Site planning for urban stream protection. Metropolitan Washington Council of Governments, Washington, DCGoogle Scholar
  174. Seelsaen N, McLaughlan R, Moore S, Ball JE, Stuetz RM (2006) Pollutant removal efficiency of alternative filtration media in stormwater treatment. Water Sci Technol 54(6–7):299–305CrossRefGoogle Scholar
  175. Serrano L, DeLorenzo ME (2008) Water quality and restoration in a coastal subdivision stormwater pond. J Environ Manage 88(1):43–52CrossRefGoogle Scholar
  176. Shackel B, Ball J, Mearing M (2003) Using permeable eco-paving to achieve improved water quality for urban pavements. In: Proceedings of the 7th international conference on concrete block paving, AfricaGoogle Scholar
  177. Shammas NK (1986) Interactions of temperature, pH, and biomass on the nitrification process. J Water Pollut Control Fed 58:52–59Google Scholar
  178. Shirini B, Imaninasab R (2016) Performance evaluation of rubberized and SBS modified porous asphalt mixtures. Constr Build Mater 107:165–171CrossRefGoogle Scholar
  179. 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):3187–3192CrossRefGoogle Scholar
  180. 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):113–119Google Scholar
  181. Siriwardene NR, Deletic A, Fletcher TD (2007) Clogging of stormwater gravel infiltration systems and filters: insights from a laboratory study. Water Res 41(7):1433–1440CrossRefGoogle Scholar
  182. Skolasińska K (2006) Clogging microstructures in the vadose zone—laboratory and field studies. Hydrogeol J 14(6):1005–1017CrossRefGoogle Scholar
  183. Smith RD (1984) Laboratory testing of fabric interlayers for asphalt concrete paving. State of California, Department of Transportation, Division of Engineering Services, Office of Transportation LaboratoryGoogle Scholar
  184. Smolek A, Hunt W, Winston R (2014) Modeling hydrologic performance of permeable pavement with DRAINMOD in North Carolina and Ohio. Portland, Orgegon 15–21Google Scholar
  185. 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):309–318CrossRefGoogle Scholar
  186. Sonebi M, Bassuoni MT (2013) Investigating the effect of mixture design parameters on pervious concrete by statistical modelling. Constr Build Mater 38:147–154CrossRefGoogle Scholar
  187. Stiefel JM, Melesse AM, McClain ME, Price RM, Anderson EP, Chauhan NK (2009) Effects of rainwater-harvesting-induced artificial recharge on the groundwater of wells in Rajasthan, India. Hydrogeol J 17(8):2061–2073CrossRefGoogle Scholar
  188. Tota-Maharaj K, Paul P (2015) Sustainable approaches for stormwater quality improvements with experimental geothermal paving systems. Sustainability 7(2):1388–1410CrossRefGoogle Scholar
  189. Tota-Maharaj K, Scholz M (2010) Efficiency of permeable pavement systems for the removal of urban runoff pollutants under varying environmental conditions. Environ Progress Sustain Energy 29(3):358–369CrossRefGoogle Scholar
  190. 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):338–347Google Scholar
  191. Tyner JS, Wright WC, Dobbs PA (2009) Increasing exfiltration from pervious concrete and temperature monitoring. J Environ Manag 90(8):2636–2641CrossRefGoogle Scholar
  192. Uzomah VC (2016) Rapid decision support tool based on novel ecosystem service variables for retrofitting sustainable drainage systems in the presence of trees (Doctoral dissertation, University of Salford)Google Scholar
  193. 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 93:22–28CrossRefGoogle Scholar
  194. Ward S, Memon FA, Butler D (2012) Performance of a large building rainwater harvesting system. Water Res 46(16):5127–5134CrossRefGoogle Scholar
  195. 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):125–138CrossRefGoogle Scholar
  196. 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 169:132–144CrossRefGoogle Scholar
  197. 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):1–21CrossRefGoogle Scholar
  198. Wong TH (2006) Water sensitive urban design-the journey thus far. Aust J Water Resour 10(3):213–222Google Scholar
  199. Yang J, Jiang G (2003) Experimental study on properties of pervious concrete pavement materials. Cem Concr Res 33(3):381–386CrossRefGoogle Scholar
  200. Yang RY, Zou RP, Yu AB (2000) Computer simulation of the packing of fine particles. Phys Rev 62(3):3900Google Scholar
  201. Yang G, Bowling LC, Cherkauer KA, Pijanowski BC (2011) The impact of urban development on hydrologic regime from catchment to basin scales. Landsc Urban Plan 103(2):237–247CrossRefGoogle Scholar
  202. Yong CF, McCarthy DT, Deletic A (2013) Predicting physical clogging of porous and permeable pavements. J Hydrol 481:48–55CrossRefGoogle Scholar
  203. 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):947–954CrossRefGoogle Scholar

Copyright information

© Springer-Verlag GmbH Germany, part of Springer Nature 2019

Authors and Affiliations

  1. 1.School of Computing Engineering and MathematicsWestern Sydney UniversityPenrithAustralia
  2. 2.Center for Infrastructure EngineeringWestern Sydney UniversityPenrithAustralia

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