Influence of hydrological runoff and catchment characteristics on accumulation floatable litter load in gross pollutant trap (GPT)
Tóm tắt
The accumulation of floatable litter load captured in gross pollutant trap (GPT) due to the hydrological runoff has become challenging due to rapid development and alteration of land use changes. The application of soil conservation service curve number (SCS-CN) method has been widely used to estimate the direct runoff from the given rainfall especially when there is no runoff measured within the catchment. The results found that there was enormous variation on floatable litter load between different months and individual GPT. There was a high accumulation of floatable litter load on August 2015 with 495 kg/month and at K17 with 510 kg. Both of these conditions was significantly influenced by rainfall depth, hydrological parameters such as initial abstraction, potential maximum retention, and average weighted curve number (CNaw) values from different types of land use within their respective catchment area for individual GPT. Thus, the outcomes from this study can be very useful and beneficial for related government agencies and various stakeholders in ameliorating this critical and challenging environmental issue in terms of operation and management; technical operation; the selection of GPT prior to installation in other areas including the design, costs and maintenance.
Tài liệu tham khảo
Armitage N, Rooseboom A, Nel C, Townshend P (1998) The Removal of Urban Litter from Stormwater Conduits and Streams. WRC Report No. TT 95/98, Pretoria, South Africa.
Armitage N (2003) The removal of urban solid waste from stormwater drains. International Workshop on Global Developments in Urban Drainage Management, Indian Institute of Technology, Bombay, Mumbai India., 28. http://unix.eng.ua.edu/~rpitt/Class/Internationalurbanwatersystems/module3/MicrosoftWord-M3. The removal of urban solid waste from stormwater drains.pdf
Armitage N (2007) The reduction of urban litter in the stormwater drains of South Africa. Urban Water J 4(3):151–172. https://doi.org/10.1080/15730620701464117
González-Fernández D, Hanke G (2018) Floating Macro Litter in European Rivers—Top Items. Publications Office of the European Union, EUR 29383(December). https://doi.org/10.2760/316058
Marais M, Armitage N (2004) The measurement and reduction of urban litter entering stormwater drainage systems: paper 2—strategies for reducing the litter in the stormwater drainage systems. Water SA 30(4):483–492. https://doi.org/10.4314/wsa.v30i4.5100
CSIRO (2006) Urban stormwater: best practice environmental management guidelines. CSIRO, Canberra
Allison RA, Chiew FHS, McMahon TA (1997) Stormwater gross pollutants: industry report, Australia, December, pp. 1–26
Alam MZ, Anwar AHMF, Sarker DC, Heitz A, Rothleitner C (2017) Characterising stormwater gross pollutants captured in catch basin inserts. Sci Total Environ 586(May):76–86. https://doi.org/10.1016/j.scitotenv.2017.01.210
Ab Ghani A, Azamathulla HM, Lau TL, Ravikanth CH, Zakaria NA, Leow CS, Yusof MAM (2011) Flow pattern and hydraulic performance of the REDAC gross pollutant trap. Flow Meas Instrum 22(3):215–224. https://doi.org/10.1016/j.flowmeasinst.2011.02.004
Madhani JT, Brown RJ (2015) The capture and retention evaluation of a stormwater gross pollutant trap design. Ecol Eng 74(January):56–59. https://doi.org/10.1016/j.ecoleng.2014.09.074
Ngien S, Tan J, Akbari A, Ahmad S (2015) Physical modelling of floating debris boom. In: The 3rd international conference on water resources (ICWR-2015), vol 24. Langkawi, Malaysia, p 25
Madhani JT (2010) The hydrodynamic and capture/retention performance of a gross pollutant trap. Queensland University of Technology, Brisbane
Madhani JT, Brown RJ (2011) A literature review on research methodologies of gross pollutant traps. In: First international postgraduate conference on engineering, designing and developing the built environment for sustainable Wellbeing
Fitzgerald B, Bird WS (2011) Gross pollutant traps as a stormwater management practice, (vol 2011/006)
McCormick AR, Hoellein TJ (2016) Anthropogenic litter is abundant, diverse, and mobile in urban rivers: insights from cross-ecosystem analyses using ecosystem and community ecology tools. Limnol Oceanogr 61(5):1718–1734. https://doi.org/10.1002/lno.10328
Franz B (2011) Freitas MAV (2012) Generation and impacts of floating litter on urban canals and rivers: Rio de Janeiro megacity case study. WIT Trans Ecol Environ 167:321–332. https://doi.org/10.2495/ST110291
Williams AT, Simmons SL (1997) Movement patterns of riverine litter. Water Air Soil Pollut 98(1–2):119–139. https://doi.org/10.1007/BF02128653
Sidek L, Basri H, Lee LK, Foo KY (2016) The performance of gross pollutant trap for water quality preservation: a real practical application at the Klang Valley, Malaysia. Desalin Water Treat 57(52):24733–24741. https://doi.org/10.1080/19443994.2016.1145599
Williams AT, Simmons SL (1996) The degradation of plastic litter in rivers: implications for beaches. J Coast Conserv 2(1):63–72. https://doi.org/10.1007/BF02743038
Rech S, Macaya-Caquilpán V, Pantoja JF, Rivadeneira MM, Jofre Madariaga D, Thiel M (2014) Rivers as a source of marine litter—a study from the SE Pacific. Mar Pollut Bull 82(1–2):66–75. https://doi.org/10.1016/j.marpolbul.2014.03.019
Armitage N, Rooseboom A (2000) The removal of urban litter from stormwater conduits and streams: paper 2—model studies of potential trapping structures. Water SA 26(2):189–194
Salles A, Wolff DB, Silveira GL (2012) Solid wastes drained in an urban river sub-basin. Urban Water J 9(1):21–28. https://doi.org/10.1080/1573062X.2011.633612
Noor MSFM, Sidek LM, Basri H, Zahari NM, Said NFM, Roseli ZA, Dom NM (2016) Evaluation of gross pollutant wet load in Sungai Sering, Malaysia. IOP conference series: earth and environmental science 32(1). https://doi.org/10.1088/1755-1315/32/1/012066
Munir SNU, Sidek LM, Haron SH, Said NFM, Basri H, Ahmad R, Dom NM, Ismail MA (2018) Optimizing of gross pollutant trap to improve the maintenance at Sungai Bunus Malaysia. In: AIP conference proceedings, 2030. https://doi.org/10.1063/1.5066845
Ball J, Babister M, Nathan R, Weeks W, Weinmann E, Retallick MTI (2019) A guide to Australian rainfall and runoff. Engineers Australia (EA).
Masoud M (2015) Rainfall-runoff modeling of ungauged Wadis in arid environments (case study Wadi Rabigh—Saudi Arabia). Arab J Geosci 8(5):2587–2606. https://doi.org/10.1007/s12517-014-1404-0
Ahn J, Cho W, Kim T, Shin H, Heo JH (2014) Flood frequency analysis for the annual peak flows simulated by an event-based rainfall-runoff model in an urban drainage basin. Water (Switzerland) 6(12):3841–3863. https://doi.org/10.3390/w6123841
Jarihani B, Sidle RC, Bartley R, Roth CH, Wilkinson SN (2017) Characterisation of hydrological response to rainfall at multi spatio-temporal scales in savannas of semi-arid Australia. Water (Switzerland) 9(7):7–9. https://doi.org/10.3390/w9070540
Jallé CL, Désille D, Burkhardt G (2013) Urban stormwater management in developing countries. Novatech 2013:1–10
Essery CI (1994) Gross pollutant water quality-Its measurement and the performance of remediation technologies/management practices‖. Stormwater Industry Association, Best Stormwater Management Practise, New South Wales
Rosli MH (2018) Development of an integrated spatial distributed travel time method using GIS to model rainfall runoff in Bentong catchment in Peninsular Malaysia. (Doctoral Dissertation). Universiti Putra Malaysia, Serdang, Malaysia
Roy S, Mistri B (2013) Estimation of peak flood discharge for an ungauged river: a case study of the Kunur River, West Bengal. Geogr J. https://doi.org/10.1155/2013/214140
Nayak TR, Jaiswal RK (2003) Rainfall-runoff modeling using satellite data and GIS for Bebas river in Madhya Pradesh. 1E(I) J 84:47–50
United States Department of Agriculture (1986) Urban Hydrology for Small Watersheds Technical Release 55 (TR-55). Natural Resources Conservation Service. https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1044171.pdf
Ibrahim-Bathis K, Ahmed SA (2016) Rainfall-runoff modelling of Doddahalla watershed—an application of HEC-HMS and SCN-CN in ungauged agricultural watershed. Arab J Geosci 9(3):1–16. https://doi.org/10.1007/s12517-015-2228-2
Blöschl G (2005) Rainfall-runoff modeling of ungauged catchments. Encycl Hydrol Sci. https://doi.org/10.1002/0470848944.hsa140
Satheeshkumar S, Venkateswaran S, Kannan R (2017) Rainfall–runoff estimation using SCS–CN and GIS approach in the Pappiredipatti watershed of the Vaniyar sub basin, South India. Model Earth Syst Environ 3(1):24. https://doi.org/10.1007/s40808-017-0301-4
Zahari NM, Sidek LM, Basri H, Md Said NF, Md Noor MSF, Jajarmizadeh M, Zainal Abidin MR, Mohd Dom N (2016) Wet load study of gross Pollutant Traps; Kemensah River, Malaysia. In: IOP conference series: earth and environmental science vol 32, pp 1–4. https://doi.org/10.1088/1755-1315/32/1/012015
Allison RA, Walker TA, Chiew FHS, Neill ICO, Mcmahon TA, Angus R (1998) From roads to rivers gross pollutant removal from urban waterways. Cooperative Research Centre for Catchment Hydrology, Report 98/6, May
American Society of Civil Engineers (ASCE) (2007) Guideline for monitoring stormwater gross pollutants. ASCE, Reston
Faram MG, Lecornu P, Andoh RYG (2000) The “Mk2” downstream defender TM for the removal of sediments and oils from urban runoff. In WaterTECH, April 9–13, 2000, Sydney, Australia
Fletcher T, Duncan H, Poelsma P, Lloyd S (2004) Stormwater flow and quality, and the effectiveness of non-proprietary stormwater treatment measures: a review and gap analysis. Technical report, December, pp 1–171
Department of Planning L (2010) Chapter 9 gross pollutant traps. Water Sensitive Urban Design Technical Manual for Greater Adelaide Region, (December), pp 1–63
Osei K, Faram MG, Iwugo KO (2007) Physical and chemical characterization of sediments captured by flow-through stormwater interceptors. In: 6th North American Surface Water Quality Conference and Exposition. August 20–23, 2007, Phoenix, Arizona, USA
Soulis KX, Valiantzas JD (2012) SCS-CN parameter determination using rainfall-runoff data in heterogeneous watersheds-the two-CN system approach. Hydrol Earth Syst Sci 16(3):1001–1015. https://doi.org/10.5194/hess-16-1001-2012
Fábrega DJR, Pinzón R, Vallester E, Vega D (2012) Rainfall—CN (Curve Number) relationships in a tropical rainforest microbasin within the Panamá Canal watershed. Rev Fac Ing Univ Antioquia 62:170–176
Li D, Wan J, Ma Y, Wang Y, Huang M, Chen Y (2015) Stormwater runoff pollutant loading distributions and their correlation with rainfall and catchment characteristics in a rapidly industrialized city. PLoS ONE 10(3):1–17. https://doi.org/10.1371/journal.pone.0118776
Goonetilleke A, Thomas E, Ginn S, Gilbert D (2005) Understanding the role of land use in urban stormwater quality management. J Environ Manage 74(1):31–42. https://doi.org/10.1016/j.jenvman.2004.08.006
Halwatura D, Najim MMM (2013) Application of the HEC-HMS model for runoff simulation in a tropical catchment. Environ Model Softw 46:155–162. https://doi.org/10.1016/j.envsoft.2013.03.006
He Y, Lin K, Chen X (2013) Effect of land use and climate change on runoff in the Dongjiang basin of south China. Math Probl Eng. https://doi.org/10.1155/2013/471429
Baltas EA, Dervos NA, Mimikou MA (2007) Technical note: determination of the SCS initial abstraction ratio in an experimental watershed in Greece. Hydrol Earth Syst Sci 11(6):1825–1829. https://doi.org/10.5194/hess-11-1825-2007