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References
Afrin T, Kaye NB, Khan AA, Testik FY (2016). Parametric study of perforated pipe underdrains surrounded by loose aggregate. Journal of Hydraulic Engineering 142(12):04016066. |
|
Afrin T, Khan AA, Kaye NB, Testik FY (2016). Numerical model for the hydraulic performance of perforated pipe underdrains surrounded by loose aggregate. Journal of Hydraulic Engineering 142(8):04016018. |
|
Al-Hamati AA, Ghazali AH, Mohammed TA (2010). Determination of storage volume required in a sub-surface stormwater detention/retention system. Journal of Hydro-environment Research 4(1):47-53. |
|
Bauer SW (1974). A modified Horton equation for infiltration during intermittent rainfall. Hydrological Sciences Journal 19(2):219-225. |
|
Bedient PB, Huber WC, Vieux BE (2008). Hydrology and floodplain analysis. |
|
Bracken LJ, Croke J (2007). The concept of hydrological connectivity and its contribution to understanding runoffâ€dominated geomorphic systems. Hydrological Processes 21(13):1749-1763. |
|
Cannavo P, Coulon A, Charpentier S, Béchet B, Vidal-Beaudet L (2018). Water balance prediction in stormwater infiltration basins using 2-D modeling: An application to evaluate the clogging process. International Journal of Sediment Research 33(4):371-384 |
|
Celia MA, Bouloutas ET, Zarba, RL (1990). A general massâ€conservative numerical solution for the unsaturated flow equation. Water resources Research 26(7):1483-1496. |
|
Chu X, Jia X, Liu Y (2018). Quantification of wetting front movement under the influence of surface topography. Soil Research 56(4):382-395. |
|
Davis AP. (2005). Green engineering principles promote low-impact development. |
|
Davis AP, Hunt WF, Traver RG, Clar M (2009). Bioretention technology: Overview of current practice and future needs. Journal of Environmental Engineering 135(3):109-117. |
|
Ferguson BK (1990). Role of the long-term water balance in management of stormwater infiltration. Journal of Environmental Management 30(3):221-233. |
|
Green WH, Ampt GA (1911). Studies on Soil Phyics. The Journal of Agricultural Science 4(1):1-24. |
|
Guira M (2018). Numerical modeling of the effects of land use change and irrigation on stream flow depletion of Frenchman creek, Nebraska. |
|
Guo JC (1999). Detention storage volume for small urban catchments. Journal of Water Resources Planning and Management 125(6): 380-382. |
|
Guo JC, Urbonas B (1999). Maximized detention volume determined by runoff capture ratio. Journal of Water Resources Planning and Management 122(1):33-39. |
|
Guo JC (2001). Design of circular infiltration basin under mounding effects. Journal of Water Resources Planning and Management 127(1): 58-65. |
|
Guo, JC (2002). Overflow risk of storm water BMP basin design. Journal of Hydrologic Engineering 7(6):428-434. |
|
Guo JC (2003). Design of infiltrating basin by soil storage and conveyance capacities. Water International 28(4):411-415 |
|
Guo JC (2004). Hydrology-based approach to storm water detention basin design using new routing schemes. Journal of Hydrologic Engineering 9(4):333-336. |
|
Guo JC, Hughes W (2001). Runoff Storage Volume for Infiltration Basin. Journal of Irrigation and Drainage Engineering 127(3):170-174. |
|
Guo JC, Urbonas B (2002). Runoff capture and delivery curves for storm-water quality control designs. Journal of Water Resources Planning and Management 128(3): 208-215. |
|
Guo Y, Gao T (2016). Analytical equations for estimating the total runoff reduction efficiency of infiltration trenches. Journal of Sustainable Water in the Built Environment 2(3):06016001. |
|
Haverkamp R, Vauclin M, Touma J, Wierenga PJ, Vachaud G (1977). A Comparison of Numerical Simulation Models for One-Dimensional Infiltration 1. Soil Science Society of America Journal 41(2):285-294. |
|
Hazelton P, Murphy B (2011). Understanding soils in urban environments. Csiro Publishing. |
|
Healy RW (2010). Estimating groundwater recharge. Cambridge University Press. |
|
Irvine JL, Kim AS. (2018). Understanding bioswale as a small water and wastewater treatment plant: A theoretical review. Desalination and Water Treatment 1:15. |
|
Kim H, Mallari KJB., Baek J, Pak G, Choi HI, Yoon J (2019). Considering the effect of groundwater on bioretention using the Storm Water Management Model. Journal of Environmental Management 231:1270-1276. |
|
Krvavica N, Jaredić K, Rubinić J (2018). Methodology for defining the design storm for sizing the infiltration system. Građevinar 70(08):657-669. |
|
Kunze RJ, Nielsen DR (1982). Finite-difference solutions of the infiltration equation. Soil Science 134(2):81-88. |
|
Lewellyn C, Lyons CE, Traver RG, Wadzuk BM (2015). Evaluation of seasonal and large storm runoff volume capture of an infiltration green infrastructure system. Journal of Hydrologic Engineering 21(1):04015047. |
|
List F, Radu FA (2016). A study on iterative methods for solving Richards' equation. Computational Geosciences 20(2):341-353. |
|
Liu W, Chen W, Peng C (2015). Influences of setting sizes and combination of green infrastructures on community's stormwater runoff reduction. Ecological Modelling 318:236-244. |
|
McCuen RH (2005). Accuracy assessment of peak discharge models. Journal of Hydrologic Engineering, 10(1): 16-22. |
|
Miles B, Band LE (2015). Green infrastructure stormwater management at the watershed scale: urban variable source area and watershed capacitance. Hydrological Processes 29(9):2268-2274. |
|
Philip J R (1969). Theory of infiltration. In: Advances in hydroscience Elsevier 5:215-296. |
|
Pitt R, Voorhees J (2010). Integrated modeling of green infrastructure components in an area served by combined sewers. In Low Impact Development 2010: Redefining Water in the City, pp: 1617-1630. |
|
Saraswat C, Kumar P, Mishra BK (2016). Assessment of stormwater runoff management practices and governance under climate change and urbanization: An analysis of Bangkok, Hanoi and Tokyo. Environmental Science and Policy 64:101-117. |
|
Sharma A, Gardner T, Begbie D (Eds.) (2018). Approaches to Water Sensitive Urban Design: Potential, Design, Ecological Health, Urban Greening, Economics, Policies, and Community Perceptions. Woodhead Publishing. |
|
Silveira ALLD (2016). Cumulative equations for continuous time Chicago hyetograph method. RBRH 21(3):646-651. |
|
Stafford N, Che D, Mays LW (2015). Optimization model for the design of infiltration basins. Water Resources Management 29(8):2789-2804. |
|
Tedoldi D, Chebbo G, Pierlot, D, Kovacs Y, Gromaire MC (2016). Impact of runoff infiltration on contaminant accumulation and transport in the soil/filter media of Sustainable Urban Drainage Systems: A literature review. Science of the Total Environment 569:904-926. |
|
Verma SC (1982). Modified Horton's infiltration equation. Journal of Hydrology 58(3-4):383-388. |
|
Visocky AP (1977). Hydrologic Study of Illinois Beach State Park. Circular no. 128 |
|
Ward AD, Trimble SW, Burckhard SR, Lyon JG. (2004). Environmental hydrology (Vol. 464). Florida^ eBoca Raton Boca Raton: Lewis Publishers. |
|
Yang Y, Chui TFM (2018). Rapid assessment of hydrologic performance of low impact development practices under design storms. JAWRA Journal of the American Water Resources Association 54(3):613-630. |
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