[1] Guo Y, Baetz B W. Sizing of rainwater storage units for green building applications [J]. Journal of Hydrologic Engineering, 2007, 12(2): 197-205.
[2] Imteaz M A, Shanableh A, Rahman A, et al. Optimisation of rainwater tank design from large roofs: a case study in Melbourne, Australia [J]. Resources, Conservation and Recycling, 2011, 55(11): 1022-1029.
[3] Campisano A, Modica C. Optimal sizing of storage tanks for domestic rainwater harvesting in Sicily [J]. Resources, Conservation and Recycling, 2012, 63: 9-16.
[4] Ghisi E. Potential for potable water savings by using rainwater in the residential sector of Brazil [J]. Building and Environment, 2006, 41(11): 1544-1550.
[5] Su M, Lin C, Chang L, et al. A probabilistic approach to rainwater harvesting systems design and evaluation [J]. Resources, Conservation and Recycling, 2009, 53(7): 393-399.
[6] Farreny R, Morales-Pinzón T, Guisasola A, et al. Roof selection for rainwater harvesting: quantity and quality assessments in Spain [J]. Water Research, 2011, 45(10): 3245-3254.
[7] Blume T, Zehe E, Bronstert A. Rainfall-runoff response, event-based runoff coefficients and hydrograph separation [J]. Hydrological Sciences Journal, 2007, 52(5): 843-862.
[8] Liaw C, Tsai Y. Optimum storage volume of rooftop rain water harvesting systems for domestic use [J]. Journal of the American Water Resources Association, 2004, 40(4): 901-912.
[9] Khastagir A, Jayasuriya N. Optimal sizing of rain water tanks for domestic water conservation [J]. Journal of Hydrology, 2010, 381(3/4): 181-188.
[10] Aladenola O O, Omotayo B, Adeboye O B. Assessing the potential for rainwater harvesting [J]. Water Resources Management, 2010, 24(10): 2129-2137.
[11] Mun J S, Han M Y. Design and operational parameters of a rooftop rainwater harvesting system: definition, sensitivity and verification [J]. Journal of Environmental Management, 2012, 93(1): 147-153.
[12] Norbiato D, Borga M, Merz R, et al. Controls on event runoff coefficients in the eastern Italian Alps [J]. Journal of Hydrology, 2009, 375(3/4): 312-325.
[13] Lancaster B. Rainwater harvesting for drylands and beyond, Vol. 1: guiding principles to welcome rain into your life and landscape [M]. Tucson: Rainsource Press, 2006: 42-44.
[14] van Dijk A, Bruijnzeel L A, Vertessy R A, et al. Runoff and sediment generation on bench-terraced hillsides: measurements and up-scaling of a field-based model [J]. Hydrological Processes, 2005, 19(8): 1667-1685.
[15] Pandit A, Gopalakrishnan G. Estimation of annual storm runoff coefficients by continuous simulation [J]. Journal of Irrigation Drainage Engineering, 1996, 122(4): 211-220.
[16] Baiamonte G, D’Asaro F, Grillone G. Empirical methods to determine average annual runoff coefficient in Sicilian basins [C/OL]//International Conference of Agricultural Engineering. Valencia, Spain, 2012. http://m.cigr.ageng2012.org/images/fotosg/tabla-137-C1250.pdf.
[17] Zhang M, Chen H, Wang J, et al. Rainwater utilization and storm pollution control based on urban runoff characterization [J]. Journal of Environmental Sciences, 2010, 22(1): 40-46.
[18] Gikas G D, Tsihrintzis V A. Assessment of water quality of first-flush roof runoff and harvested rainwater [J]. Journal of Hydrology, 2012, 466-467: 115-126.
[19] Wainwright J, Parsons A J. The effect of temporal variations in rainfall on scale dependency in runoff coefficients [J]. Water Resources Research, 2002, 38(12): 7-1-7-10.
[20] Tang N Y, Che W, Pan G Q. Runoff coefficient analysis for urban stormwater and flood control and utilization [J]. China Water and Wastewater, 2009, 25(22): 4-8.(in Chinese)