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Water Resources Management

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02-05-2019

Assessing the Impact of Urban Development and On-Site Stormwater Detention on Regional Hydrology Using Monte Carlo Simulated Rainfall

Authors: Rodney Ronalds, Hong Zhang

Published in: Water Resources Management | Issue 7/2019

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Abstract

Urban development is a contributor to increased peak runoff and adverse hydrologic effects in regional catchments. On-Site Stormwater Detention (OSD) is a common way to mitigate these problems, however it is well known that OSD can have the opposite effect when it is installed at inappropriate locations. Parameter uncertainty and the need for a probabilistic approach to hydrograph generation are also factors that add to concerns regarding our reliance on OSD for the protection of regional hydrology. This study contributes to awareness of these issues and a practical solution to the problem. A hydrologic model for Monte Carlo simulation of regional catchment hydrographs has been developed using interrelated modules based on previous studies. A sample of ten regional catchments has been modelled with three simulation scenarios: i) status quo, ii) a land parcel of varying sizes is urbanised at varying locations within the regional catchment, and iii) the urbanised land parcel includes OSD. The focus on the results has been the identification and analysis of two key parameters that influence the regional catchments’ peak runoff, being the size and location of the urbanised land parcel. A regression analysis of the model results has revealed recurring patterns that have been used to develop new equations for predicting the mean impact of urbanisation and OSD on regional catchment peak runoff. The study highlights the significance of rainfall pattern uncertainty and the importance of considering land parcel location in considering the need for OSD as part of urban land development projects.

previous article Development of a New Integrated Framework for Improved Rainfall-Runoff Modeling under Climate Variability and Human Activities

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Abt SR, Grigg NS (1978) An approximate method for sizing detention reservoirs. J Am Water Resour Assoc 14(4):956–965. https://doi.org/10.1111/j.1752-1688.1978.tb05591.x CrossRef

Arnold CL Jr, Gibbons CJ (1996) Impervious surface coverage: the emergence of a key environmental indicator. J Am Plan Assoc 62(2):243–258. https://doi.org/10.1080/01944369608975688 CrossRef

Babister M, Retallick M, Loveridge M, Testoni I, Varga C, Craig R (2016a) A Monte Carlo framework for assessment of how mitigation options affect flood hydrograph characteristics. Aust J Water Resour 20(1):30–38. https://doi.org/10.1080/13241583.2016.1145851

Babister M, Trim A, Testoni I, Retallick M (2016b) The Australian rainfall and runoff datahub. In: 37th Hydrology & Water Resources Symposium 2016: water, infrastructure and the environment, p 17

Basha H (1994) Nonlinear reservoir routing: particular analytical solution. J Hydrol Eng 120(5):624–632. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:5(624) CrossRef

Bedient PB, Flores AC (1982) Evaluation of effects of Stormwater detention in urban areas: research project completion report. Rice University, Department of Environmental Science and Engineering

Bellu A, Fernandes L, Cortes R, Pacheco F (2016) A framework model for the dimensioning and allocation of a detention basin system: the case of a flood-prone mountainous watershed. J Hydrol 533:567–580. https://doi.org/10.1016/j.jhydrol.2015.12.043 CrossRef

Bennett MS, Mays LW (1985) Optimal design of detention and drainage channel systems. J Water Resour Plan Manag 111(1):99–112. https://doi.org/10.1061/(ASCE)0733-9496(1985)111:1(99) CrossRef

Berland A, Shiflett SA, Shuster WD, Garmestani AS, Goddard HC, Herrmann DL, Hopton ME (2017) The role of trees in urban stormwater management. Landsc Urban Plan 162:167–177. https://doi.org/10.1016/j.landurbplan.2017.02.017 CrossRef

Booth DB (1991) Urbanization and the natural drainage system - impacts, solutions, and prognoses. Northwest Environ J 7:93–118. http://hdl.handle.net/1773/17032

Boyd M (1980) Evaluation of simplified methods for design of retarding basins. Hydrology and Water Resources Symposium, Adelaide

Boyd M, Bates B, Pilgrim D, Cordery I (1987) WBNM: a general runoff routing model—programs and user manual. Water Research Laboratory Rep 170

Boyd M, Bufill M, Knee R (1993) Pervious and impervious runoff in urban catchments. Hydrol Sci J 38(6):463–478. https://doi.org/10.1080/02626669309492699 CrossRef

Brisbane City Council (2014) Infrastructure design guidelines. Queensland Publishing Service

Brown GO (2002) Henry Darcy and the making of a law. Water Resour Res 38(7):11–11. https://doi.org/10.1029/2001WR000727 CrossRef

Burns MJ, Fletcher TD, Walsh CJ, Ladson AR, Hatt BE (2012) Hydrologic shortcomings of conventional urban stormwater management and opportunities for reform. Landsc Urban Plan 105(3):230–240. https://doi.org/10.1016/j.landurbplan.2011.12.012 CrossRef

Carrol D (1990) Creek hydraulics procedure manual. Brisbane City Council Internal report

Chow VT, Maidment DR, Larry W (1988) Applied hydrology, international edition. MacGraw-Hill, Singapore, p 149

Cook M (2017) Vacating the floodplain: urban property, engineering, and floods in Brisbane (1974-2011). Conserv Soc 15(3):344–354. https://www.jstor.org/stable/26393302

Cordery I (1971) Estimation of design hydrographs for small rural catchments. J Hydrol 13:263–277. https://doi.org/10.1016/0022-1694(71)90228-9 CrossRef

Donahue JR, Bondelid TR, McCuen RH (1981) Comparison of detention basin planning and design models. J Water Resour Plan Manage Asce 107(2):385–400. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0010468

Duan HF, Li F, Tao T (2016) Multi-objective optimal design of detention tanks in the urban stormwater drainage system: uncertainty and sensitivity analysis. Water Resour Manag 30(7):2213–2226. https://doi.org/10.1007/s11269-016-1282-1 CrossRef

Fadhel S, Rico-Ramirez MA, Han D (2018) Sensitivity of peak flow to the change of rainfall temporal pattern due to warmer climate. J Hydrol 560:546–559. https://doi.org/10.1016/j.jhydrol.2018.03.041 CrossRef

Fang X, Li J, Gong Y, Li X (2017) Zero increase in peak discharge for sustainable development. Front Environ Sci En 11(4):2. https://doi.org/10.1007/s11783-017-0935-5 CrossRef

Han S, Coulibaly P (2017) Bayesian flood forecasting methods: a review. J Hydrol 551:340–351. https://doi.org/10.1016/j.jhydrol.2017.06.004 CrossRef

Hill P, Thompson R (2016) In: Ball (ed) Chapter 3: losses in book 5, Australian rainfall and runoff - a guide to flood estimation. Commonwealth of Australia (Geoscience Australia)

Hollis GE (1975) The effect of urbanization on floods of different recurrence interval. Water Resour Res 11(3):431–435. https://doi.org/10.1029/WR011i003p00431 CrossRef

Hong Y (2008) Graphical estimation of detention pond volume for rainfall of short duration. J Hydro Environ Res 2:109–117. https://doi.org/10.1016/j.jher.2008.06.003 CrossRef

Hong Y, Yeh N, Chen J (2006) The simplified methods of evaluating detention storage volume for small catchment. Ecol Eng 26:355–364. https://doi.org/10.1016/j.ecoleng.2005.12.006 CrossRef

Hood MJ, Clausen JC, Warner GS (2007) Comparison of Stormwater lag times for low impact and traditional residential development 1. J Am Water Resour Assoc 43(4):1036–1046. https://doi.org/10.1111/j.1752-1688.2007.00085.x CrossRef

Kaini P, Artita K, Nicklow JW (2007) Evaluating optimal detention pond locations at a watershed scale. In: World environmental and water resources congress 2007: restoring our natural habitat, pp 1–8. https://doi.org/10.1061/40927(243)170

Kottegoda NT, Natale L, Raiteri E (2014) Monte Carlo simulation of rainfall hyetographs for analysis and design. J Hydrol 519:1–11. https://doi.org/10.1016/j.jhydrol.2014.06.041 CrossRef

Krzysztofowicz R (1999) Bayesian theory of probabilistic forecasting via deterministic hydrologic model. Water Resour Res 35(9):2739–2750. https://doi.org/10.1029/1999WR900099 CrossRef

Leise RJ (1991) Building on-site storm water detention facilities. Water Engineering and Management 138(6):6–28

Mamo T (2015) Evaluation of the potential impact of rainfall intensity variation due to climate change on existing drainage infrastructure. J Irrig Drain Eng 141(10):5015002. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000887 CrossRef

McCuen RH (1974) A regional approach to urban storm water detention. Geophys Res Lett 1(7):321–322. https://doi.org/10.1029/GL001i007p00321 CrossRef

Müller H, Haberlandt U (2018) Temporal rainfall disaggregation using a multiplicative cascade model for spatial application in urban hydrology. J Hydrol 556:847–864. https://doi.org/10.1016/j.jhydrol.2016.01.031 CrossRef

Muñoz LA, Olivera F, Giglio M, Berke P (2018) The impact of urbanization on the streamflows and the 100-year floodplain extent of the Sims Bayou in Houston, Texas. Intl J River Basin Management 16(1):61–69. https://doi.org/10.1080/15715124.2017.1372447 CrossRef

Nash JE (1959) Systematic determination of unit hydrograph parameters. J Geophys Res 64(1):111–115. https://doi.org/10.1029/JZ064i001p00111 CrossRef

Nathan R, Weinmann E, Hill P (2003) Use of Monte Carlo simulation to estimate the expected probability of large to extreme floods. In: 28th international hydrology and water resources symposium: about water, p 1

Nathan R, Stephens D, Smith M, Jordan P, Scorah M, Shepherd D, Hill P, Syme B (2016) Impact of natural variability on design flood flows and levels. In: 37th hydrology & water resources symposium 2016: water, infrastructure and the environment, p 335

Olenik TJ (1999) The misuse of hydrological modeling in the establishment of stormwater management regulations. In: WRPMD'99: preparing for the 21st century, pp 1–7. https://doi.org/10.1061/40430(1999)13

Olsson J (1998) Evaluation of a scaling cascade model for temporal rain-fall disaggregation. Hydrol Earth Syst Sci Discuss 2(1):19–30 https://hal.archives-ouvertes.fr/hal-00304453 CrossRef

Palmeri L, Trepel M (2002) A GIS-based score system for siting and sizing of created or restored wetlands: two case studies. Water Resour Manag 16(4):307–328. https://doi.org/10.1023/A:1021947026234 CrossRef

Pezzaniti D, Argue JR, Johnston L (2003) Detention/retention storages for peak flow reduction in urban catchments: effects of spatial deployment of storages. Aust J Water Resour 7(2):131–138. https://doi.org/10.1080/13241583.2003.11465236

Phillips BC, Yu S (2015) How robust are OSD and OSR systems? In: 9th international water sensitive Urban Design (WSUD 2015), p 424

Rahman A, Weinmann PE, Hoang TMT, Laurenson EM (2002) Monte Carlo simulation of flood frequency curves from rainfall. J Hydrol 256(3–4):196–210. https://doi.org/10.1016/S0022-1694(01)00533-9 CrossRef

Rahman A, Haddad K, Kuczera G (2015a) Features of regional flood frequency estimation (RFFE) model in Australian rainfall and runoff. In: Partnering with industry and the community for innovation and impact through modelling: proceedings of the 21st international congress on modelling and simulation (MODSIM2015), pp 2207–2213. http://www.mssanz.org.au/modsim2015/

Rahman A, Haddad K, Rahman AS (2015b) Australian rainfall and runoff project 5: regional flood methods: database used to develop ARR RFFE technique 2015. Commonwealth of Australia (Geoscience Australia)

Ravazzani G, Gianoli P, Meucci S, Mancini M (2014) Assessing downstream impacts of detention basins in urbanised river basins using a distributed hydrological model. Water Resour Manag 28(4):1033–1044. https://doi.org/10.1007/s11269-014-0532-3 CrossRef

Rezaei-Sadr H, Akhoond-Ali AM, Radmanesh F, Parham GA (2012) Nonlinearity in storage-discharge relationship and its influence on flood hydrograph prediction in mountainous catchments. Int J Water Res Environ Eng 4(6):208–217. https://doi.org/10.5897/IJWREE12.005

Ronalds R, Zhang H (2017) An alternative method for on-site stormwater detention design. J Hydrol N Z 56(2):137

Ronalds R, Rowlands A, Zhang H (2017) The performance of on-site stormwater detention systems in response to recent advances in hydrologic theory. In: 13th hydraulics in water engineering conference, p 354

Schueler T, Claytor R (2000) Maryland stormwater design manual, vol I. Maryland Dept. of the Environment, Baltimore

Shuster W, Rhea L (2013) Catchment-scale hydrologic implications of parcel-level stormwater management (Ohio USA). J Hydrol 485:177–187. https://doi.org/10.1016/j.jhydrol.2012.10.043 CrossRef

Silveri P, Rigby T (2006) Experiences in developing an upgraded OSD policy for the City of Wollongong. In: 30th Hydrology & Water Resources Symposium: past, present & future, p 375

Singh G, Ghetti I, Chanan A (2007) Developing sustainable water management policy for Kogarah. Rainwater and Urban Design 2007, p 1027

Su D, Fang X, Fang Z (2010) Effectiveness and downstream impacts of stormwater detention ponds required for land development. In: World environmental and water resources congress 2010: challenges of change, pp 3071–3081

Svensson C, Kjeldsen TR, Jones DA (2013) Flood frequency estimation using a joint probability approach within a Monte Carlo framework. Hydrol Sci J 58(1):8–27. https://doi.org/10.1080/02626667.2012.746780 CrossRef

Tao T, Wang J, Xin K, Li S (2014) Multi-objective optimal layout of distributed storm-water detention. Int J Environ Sci Technol 11(5):1473–1480. https://doi.org/10.1007/s13762-013-0330-0 CrossRef

Travis QB, Mays LW (2008) Optimizing retention basin networks. J Water Resour Plan Manag 134(5):432–439. https://doi.org/10.1061/(ASCE)0733-9496(2008)134:5(432) CrossRef

Walesh S (1989) Urban surface water management. Wiley, New York, pp 245–229CrossRef

Wang M, Sun Y, Sweetapple C (2017) Optimization of storage tank locations in an urban stormwater drainage system using a two-stage approach. J Environ Manag 204:31–38. https://doi.org/10.1016/j.jenvman.2017.08.024 CrossRef

Xiaofang R, Fanggui L, Mei Y (2008) Discussion of Muskingum method parameter X. Water Sci Eng 1(3):16–23. https://doi.org/10.3882/j.issn.1674-2370.2008.03.002

Zhen XYJ, Yu SL, Lin JY (2004) Optimal location and sizing of stormwater basins at watershed scale. J Water Resour Plan Manag 130(4):339–347. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:4(339) CrossRef

Title: Assessing the Impact of Urban Development and On-Site Stormwater Detention on Regional Hydrology Using Monte Carlo Simulated Rainfall
Authors: Rodney Ronalds
Hong Zhang
Publication date: 02-05-2019
Publisher: Springer Netherlands
Published in: Water Resources Management / Issue 7/2019
Print ISSN: 0920-4741
Electronic ISSN: 1573-1650
DOI: https://doi.org/10.1007/s11269-019-02275-y

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