Skip to main content
Top

2015 | OriginalPaper | Chapter

Challenges in Modelling Sediment Matters

Author : Hafzullah Aksoy

Published in: Sediment Matters

Publisher: Springer International Publishing

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Rainfall and runoff induced erosion and sediment transport in hydrological watersheds are complex processes. This process has great importance in scientific research studies and engineering practice. The amount of sediment transported within the watershed is needed for hydrological and environmental problems. Sediment transport over a watershed can be estimated by time series analysis, empirical or mechanistic equations, monitoring, sampling, surveying, remote sensing or geographical information systems. As monitoring and sampling sediment transport process are costly and not easy to implement yet, modelling has become an alternating tool used for estimating sediment transport. Data-based empirical models as well as process-based hydrological models are available for this purpose, yet modelling is difficult and challenging. Challenges encountered in the modelling are the variability in the estimate of sediment calculated by each model, data requirement for the calibration of model parameters, complexity in the calibration and validation stages of the process-based models, uncertainty in the transport capacity approach used in model construction, etc. In this chapter, these challenges related to the modelling sediment matters are discussed with an emphasis on the process-based sediment transport models. A case study on Buyukcekmece dam reservoir in the greater municipality region of Istanbul, Turkey shows that order of magnitude different outputs are obtained when data-based models are used for estimating sediment transport in hydrological watersheds. Process-based models were paid particular attention on their microtopographical structure, parameterization and data requirement.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Abrahams AD, Li G, Krishnan C, Atkinson JF (1998) Predicting sediment transport by interrill overland flow on rough surfaces. Earth Surf Proc Land 23:1087–1099CrossRef Abrahams AD, Li G, Krishnan C, Atkinson JF (1998) Predicting sediment transport by interrill overland flow on rough surfaces. Earth Surf Proc Land 23:1087–1099CrossRef
go back to reference Akan AO (1987) Pollutant washoff by overland flow. ASCE J Environ Eng 113(4):811–823CrossRef Akan AO (1987) Pollutant washoff by overland flow. ASCE J Environ Eng 113(4):811–823CrossRef
go back to reference Aksoy H, Kavvas ML (2001) A physically based erosion and sediment transport component for watershed hydrologic models. Hydrologic Research Laboratory, Department of Civil and Environmental Engineering, University of California, Davis, California Aksoy H, Kavvas ML (2001) A physically based erosion and sediment transport component for watershed hydrologic models. Hydrologic Research Laboratory, Department of Civil and Environmental Engineering, University of California, Davis, California
go back to reference Aksoy H, Kavvas ML (2005) A review of hillslope and watershed scale erosion and sediment transport models. Catena 65:247–271CrossRef Aksoy H, Kavvas ML (2005) A review of hillslope and watershed scale erosion and sediment transport models. Catena 65:247–271CrossRef
go back to reference Aksoy H, Kavvas ML, Yoon J (2003) Physically-based mathematical formulation for hillslope-scale prediction of erosion in ungauged basins. IAHS Publ 279:101–108 Aksoy H, Kavvas ML, Yoon J (2003) Physically-based mathematical formulation for hillslope-scale prediction of erosion in ungauged basins. IAHS Publ 279:101–108
go back to reference Aksoy H, Akar T, Unal NE (2004) Wavelet analysis for modelling suspended sediment discharge. Nord Hydrol 35(2):165–174 Aksoy H, Akar T, Unal NE (2004) Wavelet analysis for modelling suspended sediment discharge. Nord Hydrol 35(2):165–174
go back to reference Aksoy H, Unal NE, Gedikli A, Cokgor S, Eris E, Yilmaz M (2011) Development of a hillslope-scale sediment transport model. TUBITAK project no. 108Y250, Final report, December 2011, p 173 (in Turkish) Aksoy H, Unal NE, Gedikli A, Cokgor S, Eris E, Yilmaz M (2011) Development of a hillslope-scale sediment transport model. TUBITAK project no. 108Y250, Final report, December 2011, p 173 (in Turkish)
go back to reference Aksoy H, Unal NE, Cokgor S, Gedikli A, Yoon JY, Koca K, Inci SB, Eris E (2012) A rainfall simulator for laboratory-scale assessment of rainfall-runoff-sediment transport processes over a two-dimensional flume. Catena 98:63–72CrossRef Aksoy H, Unal NE, Cokgor S, Gedikli A, Yoon JY, Koca K, Inci SB, Eris E (2012) A rainfall simulator for laboratory-scale assessment of rainfall-runoff-sediment transport processes over a two-dimensional flume. Catena 98:63–72CrossRef
go back to reference Aksoy H, Unal NE, Cokgor S, Gedikli A, Yoon JY, Koca K, Inci SB, Eris E, Pak G (2013) Laboratory experiments of sediment transport from a bare soil with rill. Hydrol Sci J 58(7):1505–1518CrossRef Aksoy H, Unal NE, Cokgor S, Gedikli A, Yoon JY, Koca K, Inci SB, Eris E, Pak G (2013) Laboratory experiments of sediment transport from a bare soil with rill. Hydrol Sci J 58(7):1505–1518CrossRef
go back to reference Alonso CV, Neibling WH, Foster GR (1981) Estimating sediment transport capacity in watershed modelling. Trans ASAE 1211–1220:1226 Alonso CV, Neibling WH, Foster GR (1981) Estimating sediment transport capacity in watershed modelling. Trans ASAE 1211–1220:1226
go back to reference Araujo JC, Güntner A, Bronstert A (2006) Loss of reservoir volume by sediment deposition and its impact on water availability in semiarid Brazil. Hydrol Sci J 51(1):157–170CrossRef Araujo JC, Güntner A, Bronstert A (2006) Loss of reservoir volume by sediment deposition and its impact on water availability in semiarid Brazil. Hydrol Sci J 51(1):157–170CrossRef
go back to reference Arguelles ACC, Jung M, Pak G, Aksoy H, Kavvas ML, Yoon J (2013) Modelling of overland flow using areally-averaged local-scale interrill and rill flow equations. Water Sci Technol 68(5):1188–1194CrossRef Arguelles ACC, Jung M, Pak G, Aksoy H, Kavvas ML, Yoon J (2013) Modelling of overland flow using areally-averaged local-scale interrill and rill flow equations. Water Sci Technol 68(5):1188–1194CrossRef
go back to reference Ashraf MS, Borah DK (1992) Modelling pollutant transport in runoff and sediment. Trans ASAE 35(6):1789–1797CrossRef Ashraf MS, Borah DK (1992) Modelling pollutant transport in runoff and sediment. Trans ASAE 35(6):1789–1797CrossRef
go back to reference Baban SMJ, Yusof KW (2001) Modelling soil erosion in tropical environments using remote sensing and geographical information systems. Hydrol Sci J 46(2):191–198CrossRef Baban SMJ, Yusof KW (2001) Modelling soil erosion in tropical environments using remote sensing and geographical information systems. Hydrol Sci J 46(2):191–198CrossRef
go back to reference Bagnold RA (1966) An approach to the sediment transport problem for general physics. U.S. Geol Surv Prof Pap 442 1:37 Bagnold RA (1966) An approach to the sediment transport problem for general physics. U.S. Geol Surv Prof Pap 442 1:37
go back to reference Bathurst JC, Wicks JM, O`Connell PE (1995) The SHE/SHESED basin scale water flow and sediment transport modelling system. In: Singh VP (ed) Computer models of watershed hydrology. Water Resources Publications, Littleton, pp 563–594 Bathurst JC, Wicks JM, O`Connell PE (1995) The SHE/SHESED basin scale water flow and sediment transport modelling system. In: Singh VP (ed) Computer models of watershed hydrology. Water Resources Publications, Littleton, pp 563–594
go back to reference Birkinshaw SJ, Ewen J (2000) Nitrogen transformation component for SHETRAN catchment nitrate transport modelling. J Hydrol 230:1–17CrossRef Birkinshaw SJ, Ewen J (2000) Nitrogen transformation component for SHETRAN catchment nitrate transport modelling. J Hydrol 230:1–17CrossRef
go back to reference Bogardi J (1974) Sediment transport in alluvial streams. Akademiai Kiado, Budapest Bogardi J (1974) Sediment transport in alluvial streams. Akademiai Kiado, Budapest
go back to reference Bryan RB (2000) Soil erodibility and processes of water erosion on hillslope. Geomorphology 32:385–415CrossRef Bryan RB (2000) Soil erodibility and processes of water erosion on hillslope. Geomorphology 32:385–415CrossRef
go back to reference DAMOC (1971) Master plan and feasibility report for water supply and sewarage for the Istanbul region. Prepared for WHO, as executing agency for UN Development Program DAMOC (1971) Master plan and feasibility report for water supply and sewarage for the Istanbul region. Prepared for WHO, as executing agency for UN Development Program
go back to reference DSI (1974) Development and planning of Buyukcekmece lake for water supply to Istanbul city. Report of DSI Istanbul XIVth Regional Directorate, Istanbul (in Turkish) DSI (1974) Development and planning of Buyukcekmece lake for water supply to Istanbul city. Report of DSI Istanbul XIVth Regional Directorate, Istanbul (in Turkish)
go back to reference Erkek C, Agiralioglu N (1993) Water resources engineering. Beta, Istanbul (in Turkish) Erkek C, Agiralioglu N (1993) Water resources engineering. Beta, Istanbul (in Turkish)
go back to reference Ewen J, Parkin G, O’Connell PE (2000) SHETRAN: distributed river basin flow and transport modelling system. ASCE J Hydrol Eng 5(3):250–258CrossRef Ewen J, Parkin G, O’Connell PE (2000) SHETRAN: distributed river basin flow and transport modelling system. ASCE J Hydrol Eng 5(3):250–258CrossRef
go back to reference Foster GR (1982) Modelling the erosion process. In: Haan CT, Johnson HP, Brakensiek DL (eds) Hydrologic modelling of small watersheds, ASAE monograph no. 5, St. Joseph, MI, pp 297–380 Foster GR (1982) Modelling the erosion process. In: Haan CT, Johnson HP, Brakensiek DL (eds) Hydrologic modelling of small watersheds, ASAE monograph no. 5, St. Joseph, MI, pp 297–380
go back to reference Franchini M (1994) Combined analytical solution of overland flow and sediment transport. Water Resour Manage 8:225–238CrossRef Franchini M (1994) Combined analytical solution of overland flow and sediment transport. Water Resour Manage 8:225–238CrossRef
go back to reference Garde RJ, Ranga Raju KG (1977) Mechanics of sediment transportation and alluvial stream problems. Wiley Eastern, New Delhi Garde RJ, Ranga Raju KG (1977) Mechanics of sediment transportation and alluvial stream problems. Wiley Eastern, New Delhi
go back to reference Gogus M, Adiguzel F (1991) Sedimentation of reservoirs in Turkey. Proc XIth Civil Eng Tech Congr Turk Chamber Civil Eng Istanbul 1:369–383 (in Turkish) Gogus M, Adiguzel F (1991) Sedimentation of reservoirs in Turkey. Proc XIth Civil Eng Tech Congr Turk Chamber Civil Eng Istanbul 1:369–383 (in Turkish)
go back to reference Govindaraju RS (1995) Non-dimensional analysis of a physically based rainfall-runoff-erosion model over steep slopes. J Hydrol 173:327–341CrossRef Govindaraju RS (1995) Non-dimensional analysis of a physically based rainfall-runoff-erosion model over steep slopes. J Hydrol 173:327–341CrossRef
go back to reference Govindaraju RS, Kavvas ML, Tayfur G, Krone R (1992) Erosion control of decomposed granite at Buckhorn Summit. Final project report. University of California, Davis Govindaraju RS, Kavvas ML, Tayfur G, Krone R (1992) Erosion control of decomposed granite at Buckhorn Summit. Final project report. University of California, Davis
go back to reference Green TR, Beavis SG, Dietrich CR, Jakeman AJ (1999) Relating stream bank erosion to in-stream transport of suspended sediment. Hydrol Process 13:777–787CrossRef Green TR, Beavis SG, Dietrich CR, Jakeman AJ (1999) Relating stream bank erosion to in-stream transport of suspended sediment. Hydrol Process 13:777–787CrossRef
go back to reference Julien PY, Simons DB (1985) Sediment transport capacity of overland flow. Trans ASAE 28(3):755–762CrossRef Julien PY, Simons DB (1985) Sediment transport capacity of overland flow. Trans ASAE 28(3):755–762CrossRef
go back to reference Kapdasli S, Aksoy H, Fer I, Mutlu T, Unal NE, Aydin Gakko A, Alp M (1996) Hydrology and sediment transport problem of Buyukcekmece Lake. Watershed Symposium, ISKI, ITU, Water Foundation, Istanbul, 1–3 June 1997 (in Turkish) Kapdasli S, Aksoy H, Fer I, Mutlu T, Unal NE, Aydin Gakko A, Alp M (1996) Hydrology and sediment transport problem of Buyukcekmece Lake. Watershed Symposium, ISKI, ITU, Water Foundation, Istanbul, 1–3 June 1997 (in Turkish)
go back to reference Kavvas ML, Govindaraju RS (1992) Hydrodynamic averaging of overland flow and soil erosion over rilled hillslopes. IAHS Publ 209:101–111 Kavvas ML, Govindaraju RS (1992) Hydrodynamic averaging of overland flow and soil erosion over rilled hillslopes. IAHS Publ 209:101–111
go back to reference Kavvas ML, Chen ZQ, Dogrul C, Yoon JY, Ohara N, Liang L, Aksoy H, Anderson ML, Yoshitani J, Fukami K, Matsuura T (2004) Watershed environmental hydrology (WEHY) model based on upscaled conservation equations: hydrologic module. ASCE J Hydrol Eng 9(6):450–464CrossRef Kavvas ML, Chen ZQ, Dogrul C, Yoon JY, Ohara N, Liang L, Aksoy H, Anderson ML, Yoshitani J, Fukami K, Matsuura T (2004) Watershed environmental hydrology (WEHY) model based on upscaled conservation equations: hydrologic module. ASCE J Hydrol Eng 9(6):450–464CrossRef
go back to reference Kavvas ML, Yoon JY, Chen ZQ, Liang L, Dogrul EC, Ohara N, Aksoy H, Anderson ML, Reuters J, Hackley S (2006) Watershed environmental hydrology model: environmental module and its application to a California watershed. ASCE J Hydrol Eng 11(3):261–272CrossRef Kavvas ML, Yoon JY, Chen ZQ, Liang L, Dogrul EC, Ohara N, Aksoy H, Anderson ML, Reuters J, Hackley S (2006) Watershed environmental hydrology model: environmental module and its application to a California watershed. ASCE J Hydrol Eng 11(3):261–272CrossRef
go back to reference Laguna A, Giraldez JV (1993) The description of soil erosion through kinematic wave model. J Hydrol 145:65–82CrossRef Laguna A, Giraldez JV (1993) The description of soil erosion through kinematic wave model. J Hydrol 145:65–82CrossRef
go back to reference Lopes VL (1987) A numerical model of watershed erosion and sediment yield. PhD thesis, The University of Arizona Lopes VL (1987) A numerical model of watershed erosion and sediment yield. PhD thesis, The University of Arizona
go back to reference Lopes VL, Lane LJ (1988) Modelling sedimentation processes in small watersheds. IAHS Publ 174:497–508 Lopes VL, Lane LJ (1988) Modelling sedimentation processes in small watersheds. IAHS Publ 174:497–508
go back to reference Merritt WS, Latcher RA, Jakeman AJ (2003) A review of erosion and sediment transport models. Environ Model Softw 18:761–799CrossRef Merritt WS, Latcher RA, Jakeman AJ (2003) A review of erosion and sediment transport models. Environ Model Softw 18:761–799CrossRef
go back to reference Morgan RPC, Quinton JN, Smith RE, Govers G, Poesen JWA, Auerswald K, Chisci G, Torri D, Styczen ME (1998) The European soil erosion model (EUROSEM): a dynamic approach for predicting sediment transport from fields and small catchments. Earth Surf Proc Land 23:527–544CrossRef Morgan RPC, Quinton JN, Smith RE, Govers G, Poesen JWA, Auerswald K, Chisci G, Torri D, Styczen ME (1998) The European soil erosion model (EUROSEM): a dynamic approach for predicting sediment transport from fields and small catchments. Earth Surf Proc Land 23:527–544CrossRef
go back to reference Nearing MA, Foster GR, Lane LJ, Finkner SC (1989) A process-based soil erosion model for USDA-water erosion prediction project technology. Trans ASAE 32(5):1587–1593CrossRef Nearing MA, Foster GR, Lane LJ, Finkner SC (1989) A process-based soil erosion model for USDA-water erosion prediction project technology. Trans ASAE 32(5):1587–1593CrossRef
go back to reference Novotny V, Chesters G (1989) Delivery of sediment and pollutants from nonpoint sources: a water quality perspective. J Soil Water Conserv 44(6):568–576 (November–December) Novotny V, Chesters G (1989) Delivery of sediment and pollutants from nonpoint sources: a water quality perspective. J Soil Water Conserv 44(6):568–576 (November–December)
go back to reference Phien HN (1981) Reservoir sedimentation with correlated inflows. J Hydrol 53:327–341CrossRef Phien HN (1981) Reservoir sedimentation with correlated inflows. J Hydrol 53:327–341CrossRef
go back to reference Phien HN, Arbhabhirama A (1979) A statistical analysis of the sediment accumulation in reservoirs. J Hydrol 44:231–240CrossRef Phien HN, Arbhabhirama A (1979) A statistical analysis of the sediment accumulation in reservoirs. J Hydrol 44:231–240CrossRef
go back to reference Prosser IP, Rustomji P (2000) Sediment transport capacity relations for overland flow. Prog Phys Geogr 24(2):179–193CrossRef Prosser IP, Rustomji P (2000) Sediment transport capacity relations for overland flow. Prog Phys Geogr 24(2):179–193CrossRef
go back to reference Quinton JN (1999) Detachment and transport of particle—bound P: process and prospects for modelling. Paper presented at the COST action on Phosphorus meeting, Cordoba, 13–15 May 1999 Quinton JN (1999) Detachment and transport of particle—bound P: process and prospects for modelling. Paper presented at the COST action on Phosphorus meeting, Cordoba, 13–15 May 1999
go back to reference Sharma KD (1998) A physically-based sediment delivery model for arid regions. IAHS Publ 249:157–164 Sharma KD (1998) A physically-based sediment delivery model for arid regions. IAHS Publ 249:157–164
go back to reference Simons DB, Senturk F (1992) Sediment transport technology; water and sediment dynamics. Water Resources Publications, Littleton Simons DB, Senturk F (1992) Sediment transport technology; water and sediment dynamics. Water Resources Publications, Littleton
go back to reference Singh VP (1995) Watershed modelling. In: Singh VP (ed) Computer models of watershed hydrology. Water Resources Publ., Highlands Ranch, Colorado, pp 1–22 Singh VP (1995) Watershed modelling. In: Singh VP (ed) Computer models of watershed hydrology. Water Resources Publ., Highlands Ranch, Colorado, pp 1–22
go back to reference Singh VP, Regl RR (1983) Analytical solutions of kinematic equations for erosion on a plane. I: rainfall of indefinite duration. Adv Water Resour 6:2–10CrossRef Singh VP, Regl RR (1983) Analytical solutions of kinematic equations for erosion on a plane. I: rainfall of indefinite duration. Adv Water Resour 6:2–10CrossRef
go back to reference Smith RE (1981) A kinematic model for surface mine sediment yield. Trans ASAE, pp 1508–1514 Smith RE (1981) A kinematic model for surface mine sediment yield. Trans ASAE, pp 1508–1514
go back to reference Storm B, Jorgensen GH, Styczen M (1987) Simulation of water flow and soil erosion processes with a distributed physically-based modelling system. IAHS Publ 167:595–608 Storm B, Jorgensen GH, Styczen M (1987) Simulation of water flow and soil erosion processes with a distributed physically-based modelling system. IAHS Publ 167:595–608
go back to reference Tayfur G (2001) Modelling two-dimensional erosion process over infiltrating surfaces. ASCEJ Hydrol Eng 6(3):259–262CrossRef Tayfur G (2001) Modelling two-dimensional erosion process over infiltrating surfaces. ASCEJ Hydrol Eng 6(3):259–262CrossRef
go back to reference Tayfur G (2002) Applicability of sediment transport capacity models for nonsteady state erosion from steep slopes. ASCE J Hydrol Eng 7(3):252–259CrossRef Tayfur G (2002) Applicability of sediment transport capacity models for nonsteady state erosion from steep slopes. ASCE J Hydrol Eng 7(3):252–259CrossRef
go back to reference Tingsanchali T, Lal NK (1992) A combined deterministic-stochastic model of daily sediment concentrations in a river. In: Proceedings sixth IAHR international symposium stochastic hydraulics. Taipei, pp 221–228 Tingsanchali T, Lal NK (1992) A combined deterministic-stochastic model of daily sediment concentrations in a river. In: Proceedings sixth IAHR international symposium stochastic hydraulics. Taipei, pp 221–228
go back to reference Wallach R, Grigorin G, Rivlin (Byk) J (2001) A comprehensive mathematical model for transport of soil-dissolved chemicals by overland flow. J Hydrol 247:85–99 Wallach R, Grigorin G, Rivlin (Byk) J (2001) A comprehensive mathematical model for transport of soil-dissolved chemicals by overland flow. J Hydrol 247:85–99
go back to reference Wicks JM (1988) Physically-based mathematical modelling of catchment sediment yield. Department of Civil Engineering, University of Newcastle Upon Tyne, Thesis submitted for the degree of doctor of philosophy Wicks JM (1988) Physically-based mathematical modelling of catchment sediment yield. Department of Civil Engineering, University of Newcastle Upon Tyne, Thesis submitted for the degree of doctor of philosophy
go back to reference Wicks JM, Bathurst JC, Johnson CW, Ward TJ (1988) Application of two physically-based sediment yield models at plot and field scales. IAHS Publ 174:583–591 Wicks JM, Bathurst JC, Johnson CW, Ward TJ (1988) Application of two physically-based sediment yield models at plot and field scales. IAHS Publ 174:583–591
go back to reference Wicks JM, Bathurst JC, Johnson CW (1992) Calibrating SHE soil-erosion model for different land covers. ASCE J Irrig Drainage Eng 118(5):708–723CrossRef Wicks JM, Bathurst JC, Johnson CW (1992) Calibrating SHE soil-erosion model for different land covers. ASCE J Irrig Drainage Eng 118(5):708–723CrossRef
go back to reference Williams JR (1980) SPNM, a model for predicting sediment, phosphorus, and nitrogen yields from agricultural basins. AWRA Water Resour Bull 16(5):843–848CrossRef Williams JR (1980) SPNM, a model for predicting sediment, phosphorus, and nitrogen yields from agricultural basins. AWRA Water Resour Bull 16(5):843–848CrossRef
go back to reference Wischmeier H, Smith DD (1978) Predicting rainfall erosion losses. Agriculture Handbook no. 537, USDA Science and Education Administration Wischmeier H, Smith DD (1978) Predicting rainfall erosion losses. Agriculture Handbook no. 537, USDA Science and Education Administration
go back to reference Yalin MS (1963) An expression for bed-load transportation. ASCE J Hydraul Div 89(HY3):221–250 Yalin MS (1963) An expression for bed-load transportation. ASCE J Hydraul Div 89(HY3):221–250
go back to reference Yalin MS (1972) Mechanics of sediment transport. Pergamon Press, Braunschweig Yalin MS (1972) Mechanics of sediment transport. Pergamon Press, Braunschweig
go back to reference Yan M, Kahawita R (1997) Modelling pollutant transport in overland flow with infiltration. In: Proceedings of the 27th congress of the IAHR, vol 1, pp 347–351, San Francisco, 10–15 Aug 1997 Yan M, Kahawita R (1997) Modelling pollutant transport in overland flow with infiltration. In: Proceedings of the 27th congress of the IAHR, vol 1, pp 347–351, San Francisco, 10–15 Aug 1997
go back to reference Yan M, Kahawita R (2000) Modelling the fate of pollutant in overland flow. Water Res 34(13):3335–3344CrossRef Yan M, Kahawita R (2000) Modelling the fate of pollutant in overland flow. Water Res 34(13):3335–3344CrossRef
go back to reference Yang CT (1972) Unit stream power and sediment transport. ASCE J Hydraul Div 98(HY10):1805–1826 Yang CT (1972) Unit stream power and sediment transport. ASCE J Hydraul Div 98(HY10):1805–1826
go back to reference Young RA, Onstad CA, Bosch DD, Anderson WP (1989) AGNPS: a nonpoint-source pollution model for evaluating agricultural watersheds. J Soil Water Conserv 44(2):168–173 (March–April) Young RA, Onstad CA, Bosch DD, Anderson WP (1989) AGNPS: a nonpoint-source pollution model for evaluating agricultural watersheds. J Soil Water Conserv 44(2):168–173 (March–April)
go back to reference Yurtsever Y, Goksu E, Alisik A, Ozenir C (1978) Analysis of average sediment yield of hydrological watersheds in Turkey. In: Proceedings of 1st erosion and sedimentation symposium. Ankara, pp 458–467 Yurtsever Y, Goksu E, Alisik A, Ozenir C (1978) Analysis of average sediment yield of hydrological watersheds in Turkey. In: Proceedings of 1st erosion and sedimentation symposium. Ankara, pp 458–467
go back to reference Zhang GH, Liu YM, Han YF, Zhang XC (2009) Sediment transport and soil detachment on steep slopes: I. Transport capacity estimation. Soil Sci Soc Am J 73(4):1291–1297CrossRef Zhang GH, Liu YM, Han YF, Zhang XC (2009) Sediment transport and soil detachment on steep slopes: I. Transport capacity estimation. Soil Sci Soc Am J 73(4):1291–1297CrossRef
go back to reference Zhang L, O’Neill AL, Lacey S (1996) Modelling approaches to the prediction of soil erosion in catchments. Environ Softw 11(1–3):123–133CrossRef Zhang L, O’Neill AL, Lacey S (1996) Modelling approaches to the prediction of soil erosion in catchments. Environ Softw 11(1–3):123–133CrossRef
Metadata
Title
Challenges in Modelling Sediment Matters
Author
Hafzullah Aksoy
Copyright Year
2015
DOI
https://doi.org/10.1007/978-3-319-14696-6_5