[1]
|
Lance, J.C. and Gilbert, R.G. (1980) Renovation of waste-water by soil columns flooded with primary effluent. Water Pollution Control Federation, 52, 381-388.
|
[2]
|
SFC. (2001) Gravelless and chamber systems alternative drain-field designs,” Pipeline, 12, 1-8.
|
[3]
|
Cai, S.-T., Wang, C.-D., Xu, Q.-Y., Wang, X.-Y. and Li, C.-L. (2011) A study on gravel-less leach-fields with perforated pipe. Environmental Science & Technology, 34, 98-101.
|
[4]
|
Gill, L.W., O’Luanaigh, N., Johnston, P.M., Misstea, B.D.R. and O’Suilleabhain, C. (2009) nutrient loading on sub-soils from on-site wastewater effluent comparing septic tank and secondary treatment systems. Water Research, 43, 2739-2749. doi:10.1016/j.watres.2009.03.024
|
[5]
|
T. K. Stevik, G. Ausland, et al. (1999) “Removal of E. coli bacteria during intermittent filtration of wastewater effluent as affected by dosing rate and media type,” Water Resource, 33, 2088-2098.
doi:10.1016/S0043-1354(98)00413-8
|
[6]
|
Knowles, P.R., Griffin, P. and Davies, P.A. (2010) Complementary methods to investigate the development of clogging within a horizontal sub-surface flow tertiary treatment wetland,” Water Research, 44, 320-330.
doi:10.1016/j.watres.2009.09.028
|
[7]
|
Leverenz, H.L., Tchobanoglous, G., and Darby, J.L., (2009) Clogging in intermittently dosed sand filters used for wastewater treatment,” Water Research, 43, 695-705. doi:10.1016/j.watres.2008.10.054
|
[8]
|
Kim, J.-W., Choi, H. and Pachepsky, Y.A. (2010) Biofilm morphology as related to the porous media clogging. Water Research, 44, 1193-1201.
doi:10.1016/j.watres.2009.05.049
|
[9]
|
Kristiansen, R. (1981) Sand-filter trenches for purification of septic tank effluent: I. The clogging mechanism and soil physical environment. Journal of Environmental Quality, 10, 353-357.
doi:10.2134/jeq1981.00472425001000030020x
|
[10]
|
Kristiansen, R. (1981) “Sand-filter trenches for purification of septic tank effluent: Ⅱ. The fate of nitrogen. Jour- nal of Environmental Quality, 10, 353-357.
doi:10.2134/jeq1981.00472425001000030020x
|
[11]
|
Zhao, L.-f., Zhu, W. and Tong, W. (2009) Clogging processes caused by biofilm growth and organic particle accumulation in lab-scale vertical flow constructed wetlands,” Environmental Sciences, 21, 750-757.
doi:10.1016/S1001-0742(08)62336-0
|
[12]
|
Kandelous, M.M. and Simunek, J. (2010) “Numerical simulations of water movement in a subsurface drip irrigation system under field and laboratory conditions using HYDRUS-2D. Agricultural Water Management, 97, 1070-1076. doi:10.1016/j.agwat.2010.02.012
|
[13]
|
Garc, J., Chiva, J., Aguirre, P., Alvarez, E., Sierra, J.P. and Mujeriego, R. (2004) Hydraulic behavior of horizontal sub-surface flow constructed wetlands with different aspect ratio and granular medium size. Ecological Engineering, 23, 177-187. doi:10.1016/j.ecoleng.2004.09.002
|
[14]
|
Giraldi, D., Vitturi, M. de M. and Iannelli, R. (2010) A dynamic numerical model of subsurface vertical flow constructed wetlands. Environmental Modeling & Software, 25, 633-640. doi:10.1016/j.envsoft.2009.05.007
|
[15]
|
Van Cuyk, S., Siegrist, R., Logan, A., Masson, S. et al., (2001) Hydraulic and purification behaviors and their interaction during wastewater treatment in soil infiltration systems. Water Research, 35, pp. 953-964.
doi:10.1016/S0043-1354(00)00349-3
|