메뉴 건너뛰기




Volumn 48, Issue 1, 2012, Pages

Forchheimer flow in gently sloping layers: Application to drainage of porous asphalt

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL SOLUTIONS; DARCY FLOWS; DARCY'S LAW; DISCHARGE RATIO; DRAINAGE BEHAVIOR; DUPUIT-FORCHHEIMER; FORCHHEIMER'S EQUATION; HIGHWAY PAVEMENT; HYDRAULIC GRADIENTS; PERMEABLE FRICTION COURSE; POROUS ASPHALTS; ROAD SURFACES; UNCONFINED AQUIFERS; WATER DRAINS; WET WEATHER;

EID: 84856605959     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2011WR010837     Document Type: Article
Times cited : (28)

References (32)
  • 2
    • 52649099471 scopus 로고    scopus 로고
    • Effects of a permeable friction course on highway runoff
    • doi:10.1061/(ASCE) 0733-9437
    • Barrett, M. E. (2008), Effects of a permeable friction course on highway runoff, J. Irrig. Drain. Eng., 134(5), 646-651, doi:10.1061/(ASCE) 0733-9437.
    • (2008) J. Irrig. Drain. Eng. , vol.134 , Issue.5 , pp. 646-651
    • Barrett, M.E.1
  • 3
  • 4
    • 0018654884 scopus 로고
    • Analytical solutions to the problems oftransient drainage through trapezoidal embankments with Darcian and non-Darcian flow
    • Basak, P., and M. R. Madhav (1979), Analytical solutions to the problems oftransient drainage through trapezoidal embankments with Darcian and non-Darcian flow,J. Hydrol., 41(1-2), 49-57.
    • (1979) J Hydrol. , vol.41 , Issue.1-2 , pp. 49-57
    • Basak, P.1    Madhav, M.R.2
  • 6
    • 0033084187 scopus 로고    scopus 로고
    • Characterization and treatment of runoff from highways in the Netherlands paved with impervious and pervious asphalt
    • Berbee, R., G. Rijs, R. de Brouwer, and L. van Velzen (1999), Characterization and treatment of runoff from highways in the Netherlands paved with impervious and pervious asphalt, Water Environ. Res., 71(2), 183-190. (Pubitemid 29172042)
    • (1999) Water Environment Research , vol.71 , Issue.2 , pp. 183-190
    • Berbee, R.1    Rijs, G.2    De Brouwer, R.3    Van Velzen, L.4
  • 7
    • 0034642823 scopus 로고    scopus 로고
    • Drainage equations and non-Darcian modelling in coarse porous media or geosynthetic materials
    • DOI 10.1016/S0022-1694(00)00151-7, PII S0022169400001517
    • Bordier, C., and D. Zimmer (2000), Drainage equations and non-Darcian modelling in coarse porous media or geosynthetic materials, J. Hydrol., 228(3-4), 174-187. (Pubitemid 30218167)
    • (2000) Journal of Hydrology , vol.228 , Issue.3-4 , pp. 174-187
    • Bordier, C.1    Zimmer, D.2
  • 8
    • 44349158900 scopus 로고    scopus 로고
    • Drainage hydraulics of permeable friction courses
    • DOI 10.1029/2007WR006002
    • Charbeneau, R. J., and M. E. Barrett (2008), Drainage hydraulics ofpermeable friction courses, WaterResour. Res., 44(4), W04417, doi:10.1029/2007WR006002. (Pubitemid 351748453)
    • (2008) Water Resources Research , vol.44 , Issue.4
    • Charbeneau, R.J.1    Barrett, M.E.2
  • 9
    • 78650283669 scopus 로고    scopus 로고
    • Methodology for determining laboratory and in situ hydraulic conductivity of asphalt permeable friction course
    • doi:10.1061/(ASCE)HY.1943-7900.0000252
    • Charbeneau, R. J., J. B. Klenzendorf, and M. E. Barrett (2011), Methodology for determining laboratory and in situ hydraulic conductivity of asphalt permeable friction course, J. Hydraul. Eng., 137(1), 15-22, doi:10.1061/(ASCE)HY.1943-7900.0000252.
    • (2011) J. Hydraul. Eng. , vol.137 , Issue.1 , pp. 15-22
    • Charbeneau, R.J.1    Klenzendorf, J.B.2    Barrett, M.E.3
  • 11
    • 79952480208 scopus 로고    scopus 로고
    • Correction to ''Drainage hydraulics of permeable friction courses
    • doi:10.1029/2011WR010404
    • Eck, B. J., M. E. Barrett, and R. J. Charbeneau (2011), Correction to ''Drainage hydraulics of permeable friction courses,'' Water Resour. Res., 47,W03901,doi:10.1029/2011WR010404.
    • (2011) Water Resour. Res. , vol.47
    • Eck, B.J.1    Barrett, M.E.2    Charbeneau, R.J.3
  • 12
    • 84878523120 scopus 로고    scopus 로고
    • Coupled surface-subsurface model for simulating drainage from permeable friction course highways
    • doi :10.1061/(ASCE)HY.1943-7900.0000474. in press
    • Eck, B. J., M. E. Barrett, and R. J. Charbeneau (2012a), Coupled surface-subsurface model for simulating drainage from permeable friction course highways, J. Hydraul. Eng., doi :10.1061/(ASCE)HY.1943-7900.0000474, in press.
    • (2012) J. Hydraul. Eng.
    • Eck, B.J.1    Barrett, M.E.2    Charbeneau, R.J.3
  • 13
    • 84856621123 scopus 로고    scopus 로고
    • Water quality of drainage from permeable friction course
    • doi:10.1061/(ASCE)EE.1943-7870.0000476
    • Eck, B. J., R. W. Winston, W. H. Hunt, and M. E. Barrett (2012b), Water quality of drainage from permeable friction course, J. Environ. Eng., doi:10.1061/(ASCE)EE.1943-7870.0000476, inpress.
    • (2012) J. Environ. Eng.
    • Eck, B.J.1    Winston, R.W.2    Hunt, W.H.3    Barrett, M.E.4
  • 14
    • 0002127397 scopus 로고
    • Fluid flow through packed columns
    • Ergun, S. (1952), Fluid flow through packed columns, Chem. Eng. Prog., 48(2), 89-94.
    • (1952) Chem. Eng. Prog. , vol.48 , Issue.2 , pp. 89-94
    • Ergun, S.1
  • 16
    • 77953179430 scopus 로고
    • On the meaning of the Dupuit and Pavlovskii approximations in aquifer flow
    • Irmay, S. (1967), On the meaning of the Dupuit and Pavlovskii approximations in aquifer flow, Water Resour. Res., 3(2), 599-608.
    • (1967) Water Resour. Res. , vol.3 , Issue.2 , pp. 599-608
    • Irmay, S.1
  • 20
    • 34548033048 scopus 로고    scopus 로고
    • One-dimensional unsteady inertial flow in phreatic aquifers induced by a sudden change of the boundary head
    • DOI 10.1007/s11242-006-9086-z
    • Moutsopoulos, K. N. (2007), One-dimensional unsteady inertial flow in phreatic aquifers induced by a sudden change of the boundary head, Transp. PorousMedia, 70(1), 97-125, doi: 10.1007/s11242-006-9086-z. (Pubitemid 47278613)
    • (2007) Transport in Porous Media , vol.70 , Issue.1 , pp. 97-125
    • Moutsopoulos, K.N.1
  • 21
    • 77952327668 scopus 로고    scopus 로고
    • National Cooperative Highway Research Program (NCHRP) Tech. Rep. 640, Transportation Research Board, Washington, D.C
    • National Cooperative Highway Research Program (NCHRP) (2009), Construction and maintenance practices for permeable friction courses, Tech. Rep. 640, Transportation Research Board, Washington, D.C.
    • (2009) Construction and Maintenance Practices for Permeable Friction Courses
  • 22
    • 0034672859 scopus 로고    scopus 로고
    • Comparison of the hydraulic behaviour and the quality of highway runoff water according to the type ofpavement
    • Pagotto, C., M. Legret, and P. Le Cloirec (2000), Comparison of the hydraulic behaviour and the quality of highway runoff water according to the type ofpavement, WaterRes.,34(18), 4446-4454.
    • (2000) WaterRes. , vol.34 , Issue.18 , pp. 4446-4454
    • Pagotto, C.1    Legret, M.2    Le Cloirec, P.3
  • 26
    • 0026836320 scopus 로고
    • On the derivation of the Forchheimer equation by means of the averaging theorem
    • Ruth, D., and H. Ma (1992), On the derivation of the Forchheimer equation by means of the averaging theorem, Transp. Porous Media, 7(3), 255-264. (Pubitemid 23568602)
    • (1992) Transport in Porous Media , vol.7 , Issue.3 , pp. 255-264
    • Ruth Douglas1    Ma Huiping2
  • 27
    • 33847025256 scopus 로고    scopus 로고
    • Determination of Forchheimer equation coefficients a and b
    • doi:10.1002/hyp.6264
    • Sidiropoulou, M. G., K. N. Moutsopoulos, and V. A. Tsihrintzis (2007), Determination of Forchheimer equation coefficients a and b, Hydrol. Processes, 21(4), 534-554, doi:10.1002/hyp.6264.
    • (2007) Hydrol. Processes , vol.21 , Issue.4 , pp. 534-554
    • Sidiropoulou, M.G.1    Moutsopoulos, K.N.2    Tsihrintzis, V.A.3
  • 28
    • 0028276202 scopus 로고
    • The pollution of effluents from pervious pavements of an experimental highway section: First results
    • DOI 10.1016/0048-9697(94)90270-4
    • Stotz, G., and K. Krauth (1994), The pollution of effluents from pervious pavements of an experimental highway section-1st results, in Science of the TotalEnvironment, 147,465-470,4th Intntl. Symp. on Highway Pol-lution, Madrid, Spain, May 18-22. (Pubitemid 24165546)
    • (1994) Science of the Total Environment , vol.146-147 , pp. 465-470
    • Stotz, G.1    Krauth, K.2
  • 29
    • 10944251990 scopus 로고    scopus 로고
    • Drainage considerations for porous asphalt surface course design
    • Tan, S., T. Fwa, and K. Chai (2004), Drainage considerations for porous asphalt surface course design, in Soil Mechanics 2004, 1868 in Transportation Res. Record, pp. 142-149, 83rd Annual Meeting of the Transportation Research Board, Washngton, D.C., Jan. 11-15. (Pubitemid 40009559)
    • (2004) Transportation Research Record , Issue.1868 , pp. 142-149
    • Tan, S.A.1    Fwa, T.F.2    Chai, K.C.3
  • 30
    • 0002611980 scopus 로고
    • Turbulent flow in porous media
    • Ward, J. C. (1964), Turbulent flow in porous media, J. Hydraul. Div., 90, 1-12.
    • (1964) J. Hydraul. Div. , vol.90 , pp. 1-12
    • Ward, J.C.1
  • 32
    • 33645471525 scopus 로고    scopus 로고
    • A criterion for non-Darcy flow in porous media
    • doi: 10.1007/s1 1242-005-2720-3
    • Zeng, Z., and R. Grigg (2006), A criterion for non-Darcy flow in porous media, Transp. Porous Media, 63(1), 57-69, doi: 10.1007/s1 1242-005-2720-3.
    • (2006) Transp. Porous Media , vol.63 , Issue.1 , pp. 57-69
    • Zeng, Z.1    Grigg, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.