Effective design and planning specification of low impact development practices using Water Management Analysis Module (WMAM): Case of Malaysia

Water (Switzerland)

Volumn 9, Issue 3, 2017, Pages

  Ahmed, Kamal ^a,b   Chung, Eun Sung ^c   Song, Jae Yeol ^c   Shahid, Shamsuddin ^b  

^a LASBELA UNIVERSITY OF AGRICULTURE   (Pakistan)

^b UNIVERSITI TEKNOLOGI MALAYSIA   (Malaysia)

^c Seoul National University of Science and Technology   (South Korea)

Author keywords

Low impact development; Malaysia; SWMM; Water Management Analysis Module (WMAM)

Indexed keywords

CATCHMENTS; DECISION SUPPORT SYSTEMS; ENVIRONMENTAL PROTECTION AGENCY; FLOODS; RUNOFF; SENSITIVITY ANALYSIS; SPECIFICATIONS; STORMS; URBAN PLANNING; WATER MANAGEMENT;

BEST MANAGEMENT PRACTICES; LOW IMPACT DEVELOPMENT; MALAYSIA; MANAGEMENT ANALYSIS; STORM WATER MANAGEMENT MODEL; SWMM; URBAN STORMWATER MANAGEMENT; WEB-BASED DECISION SUPPORT SYSTEMS;

STRUCTURAL DESIGN;

BEST MANAGEMENT PRACTICE; DECISION SUPPORT SYSTEM; DESIGN; PEAK FLOW; RUNOFF; SCENARIO ANALYSIS; SENSITIVITY ANALYSIS; WATER MANAGEMENT;

JOHOR; MALAYSIA; WEST MALAYSIA;

EID: 85014950054     PISSN: None     EISSN: 20734441     Source Type: Journal    
DOI: 10.3390/w9030173     Document Type: Article

References (36)

1. Ahiablame, L.M.; Engel, B.A.; Chaubey, I. Effectiveness of low impact development practices: Literature review and suggestions for future research. Water Air Soil Pollut. 2012, 223, 4253-4273.
2. Bedan, E.S.; Clausen, J.C. Stormwater runoffquality and quantity from traditional and low impact development watersheds. J. Am. Water Resour. Assoc. 2009, 45, 998-1008.
3. Collins, K.A.; Hunt, W.F.; Hathaway, J.M. Hydrologic comparison of four types of permeable pavement and standard asphalt in eastern North Carolina. J. Hydrol. Eng. 2008, 13, 1146-1157.
4. Damodaram, C.; Giacomoni, M.H.; Prakash, K.C.; Holmes, H.; Ryan, A.; Saour, W.; Zechman, E.M. Simulation of combined best management practices and low impact development for sustainable stormwater management. J. Am. Water Resour. Assoc. 2010, 46, 907-918.
5. Fassman, E.A.; Blackbourn, S. Urban runoffmitigation by a permeable pavement system over impermeable soils. J. Hydrol. Eng. 2010, 15, 475-485.
6. Elliott, A.; Trowsdale, S. A review of models for low impact urban stormwater drainage. Environ. Model. Softw. 2007, 22, 394-405.
7. Rossman, L.A. StormWater Management Model User's Manual, Version 5.0; National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency: Cincinnati, OH, USA, 2010.
8. Finney, K.; Gharabaghi, B. Using the PCSWMM 2010 SRTC tool to design a compost biofilter for highway stormwater runofftreatment. J. Water Manag. Model. 2011.
9. Moynihan, K.P.; Vasconcelos, J.G. SWMM modeling of a rural watershed in the lower coastal plains of the United States. J. Water Manag. Model. 2014.
10. Robinson, B. Modeling sanitary sewer groundwater inflow rehabilitation effectiveness in SWMM5 using a two aquifer approach. J. Water Manag. Model. 2015.
11. Baek, S.-S.; Choi, D.-H.; Jung, J.-W.; Lee, H.-J.; Lee, H.; Yoon, K.-S.; Cho, K.H. Optimizing low impact development (LID) for stormwater runofftreatment in urban area, Korea: Experimental and modeling approach. Water Res. 2015, 86, 122-131.
12. Van der Sterren, M.; Rahman, A.; Ryan, G. Modeling of a lot scale rainwater tank system in XPSWMM: A case study in Western Sydney, Australia. J. Environ. Manag. 2014, 141, 177-189.
13. Lee, J.G.; Selvakumar, A.; Alvi, K.; Riverson, J.; Zhen, J.X.; Shoemaker, L.; Lai, F.-H. A watershed-scale design optimization model for stormwater best management practices. Environ. Model. Softw. 2012, 37, 6-18.
14. Shoemaker, L.; Riverson, J.; Alvi, K.; Zhen, J.X.; Paul, S.; Rafi, T. SUSTAIN: A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality; National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency: Washington, DC, USA, 2009.
15. Ahiablame, L.; Shakya, R. Modeling flood reduction effects of low impact development at a watershed scale. J. Environ. Manag. 2016, 171, 81-91.
16. Bloorchian, A.A.; Ahiablame, L.; Osouli, A.; Zhou, J. Modeling BMP and vegetative cover performance for highway stormwater runoffreduction. Procedia Eng. 2016, 145, 274-280.
17. Irvine, K.; Sovann, C.; Suthipong, S.; Kok, S.; Chea, E. Application of PCSWMM to assess wastewater treatment and urban flooding scenarios in Phnom Penh, Cambodia: A tool to support eco-city planning. J. Water Manag. Model. 2015.
18. Martínez-López, J.; Martínez-Fernández, J.; Naimi, B.; Carreño, M.F.; Esteve, M.A. An open-source spatio-dynamic wetland model of plant community responses to hydrological pressures. Ecol. Model. 2015, 306, 326-333.
19. Park, I.; Kim, H.; Chae, S.-K.; Ha, S. Probability mass first flush evaluation for combined sewer discharges. J. Environ. Sci. 2010, 22, 915-922.
20. Wu, J.; Yu, S.L.; Zou, R. A water quality-based approach for watershed wide BMP strategies. J. Am. Water Resour. Assoc. 2006, 42, 1193-1204.
21. Kaini, P.; Artita, K.; Nicklow, J.W. Optimizing structural best management practices using SWAT and genetic algorithm to improve water quality goals. Water Resour. Manag. 2012, 26, 1827-1845.
22. Yang, J.-S.; Son, M.-W.; Chung, E.-S.; Kim, I.-H. Prioritizing feasible locations for permeable pavement using MODFLOW and multi-criteria decision making methods. Water Resour. Manag. 2015, 29, 4539-4555.
23. Noh, S.J.; Chung, E.-S.; Seo, Y. Performance of a rain barrel sharing network under climate change. Water 2015, 7, 3466-3485.
24. Youn, S.-G.; Chung, E.-S.; Kang, W.G.; Sung, J.H. Probabilistic estimation of the storage capacity of a rainwater harvesting system considering climate change. Resour. Conserv. Recycl. 2012, 65, 136-144.
25. Locatelli, L.; Mark, O.; Mikkelsen, P.S.; Arnbjerg-Nielsen, K.; Wong, T.; Binning, P.J. Determining the extent of groundwater interference on the performance of infiltration trenches. J. Hydrol. 2015, 529, 1360-1372.
26. Chung, E.-S.; Kim, Y. Development of fuzzy multi-criteria approach to prioritize locations of treated wastewater use considering climate change scenarios. J. Environ. Manag. 2014, 146, 505-516.
27. Ki, S.J.; Ray, C. Using fuzzy logic analysis for siting decisions of infiltration trenches for highway runoffcontrol. Sci. Total Environ. 2014, 493, 44-53.
28. Kim, Y.; Chung, E.-S.; Jun, S.-M.; Kim, S.U. Prioritizing the best sites for treated wastewater instream use in an urban watershed using fuzzy TOPSIS. Resour. Conserv. Recycl. 2013, 73, 23-32.
29. Song, J.Y.; Chung, E.S.; Kim, S.H.; Lee, S.H. Introduction of decision support system for design of LID based on SWMM5.1: A case study in Korea. Eng. Chall. Sustain. Futur. 2016, 317-321.
30. Zahmatkesh, Z.; Burian, S.J.; Karamouz, M.; Tavakol-Davani, H.; Goharian, E. Low-impact development practices to mitigate climate change effects on urban stormwater runoff: Case study of New York City. J. Irrig. Drain. Eng. 2014, 141, 04014043.
31. Gironás, J.; Roesner, L.A.; Davis, J.; Rossman, L.A.; Supply, W. Storm Water Management Model Applications Manual; National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency Cincinnati: Cincinnati, OH, USA, 2009.
32. Wahab, H.A.; Shamsudin, S. Rainfall-RunoffModelling and Simulation Using SWMM 5.0 for Johor River; Universiti Teknologi Malaysia: Johor Bahru, Malaysia, 2010.
33. Kang, T.; Koo, Y.; Lee, S. Design of stormwater pipe considering vegetative swale with water conveyance. J. Korea Soc. Hazard Mitig. 2015, 15, 335-343.
34. Yeon, J.S.; Jang, Y.S.; Shin, H.S.; Kim, E.S. Analysis of Infiltration Trench Facility for RunoffReduction Effect. J Korea Acad.-Ind. Coop. Soc. 2014, 15, 5813-5819.
35. Saltelli, A.; Ratto, M.; Andres, T.; Campolongo, F.; Cariboni, J.; Gatelli, D.; Saisana, M.; Tarantola, S. Global Sensitivity Analysis: The Primer; JohnWiley & Sons: West Sussex, UK, 2008.
36. Gardner, R.H.; Huff, D.D.; O'Neill, R.V.; Mankin, J.B.; Carney, J.; Jones, J. Application of error analysis to marsh hydrology model. Water Resour. Res. 1980, 16, 659-664.