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Modeling diagnosis of suspended sediment transport in tidal estuarine system

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Environmental Geology

Abstract

A three-dimensional, time-dependent hydrodynamic and suspended sediment transport model was performed and applied to the Danshuei River estuarine system and adjacent coastal sea in northern Taiwan. The model was validated with observed time-series salinity in 2001, and with salinity and suspended sediment distributions in 2002. The predicted results quantitatively agreed with the measured data. A local turbidity maximum was found in the bottom water of the Kuan-Du station. The validated model then was conducted with no salinity gradient, no sediment supply from the sediment bed, wind stress, and different freshwater discharges from upstream boundaries to comprehend the influences on suspended sediment dynamics in the Danshuei River estuarine system. The results reveal that concentrations of the turbidity maximum simulated without salinity gradient are higher than those of the turbidity maximum simulated with salinity gradient at the Kuan-Du station. Without bottom resuspension process, the estuarine turbidity maximum zone at the Kuan-Du station vanishes. This suggests that bottom sediment resuspension is a very important sediment source to the formation of estuarine turbidity maximum. The wind stress with northeast and southwest directions may contribute to decrease the suspended sediment concentration. When the freshwater discharges increase at the upstream boundaries, the limits of salt intrusion pushes downriver toward river mouth. Suspended sediment concentrations increase at the upriver reaches in the Danshuei River to Tahan Stream, while decrease at Kuan-Du station.

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References

  • Adams CE, Wells JT, Park YA (1990) Internal hydraulic of a sediment-stratified channel flow. Mar Geol 95:131–145

    Article  Google Scholar 

  • Ali A, Mynett AE, Azam MH (2007) Sediment dynamics in the Meghna estuary, Bangladesh: a model study. J Waterway Port Coast Ocean Eng ASCE 133(4):255–263

    Article  Google Scholar 

  • Amos CL, Feeney T, Sutherland TF, Luternauer JL (1997) The stability of fine-grained sediments from the Fraser River delta. Estuar Coast Shelf Sci 45:507–524

    Article  Google Scholar 

  • Ariathurai R, Krone RB (1976) Mathematical modeling of sediment transport in estuaries. In: Wiley M (ed) Estuarine processes, vol II. Elsevier, New York, pp 98–106

    Google Scholar 

  • Austen IT, Andersen J, Edelvang K (1999) The influence of benthic diatoms and invertebrates on the erodibility of an intertidal mudflat, the Danish Wadden Sea. Estuar Coast Shelf Sci 49:99–111

    Article  Google Scholar 

  • Bai YC, Wang ZY, Shen HT (2003) Three-dimensional modelling of sediment transport and the effects of dredging in the Haihe estuary. Estuar Coast Shelf Sci 56:175–186

    Article  Google Scholar 

  • Brenon I, Hir PL (1999) Modelling the turbidity maximum in the Seine estuary (France): identification of formulation processes. Estuar Coast Shelf Sci 49:525–544

    Article  Google Scholar 

  • Burchard H, Baumert H (1998) The formulation of estuarine turbidity maxima due to density effects in the salt wedge: a hydrodynamic process study. J Phys Oceanogr 28:309–321

    Article  Google Scholar 

  • Burchard H, Bolding K, Villarreal MR (2004) Three-dimensional modelling of estuarine turbidity maxima in a tidal estuary. Ocean Dyn 54:250–265

    Article  Google Scholar 

  • Burau JR, Cheng RT (1989) A general method for generating bathymetric data for hydrodynamic computer models. US geological survey open-file report, 89–28, 45p

  • Byun DS, Wang XH (2005) The effect of sediment stratification on tidal dynamics and sediment transport patterns. J Geophys Res 110:C03011

    Article  Google Scholar 

  • Cancino L, Neves R (1999a) Hydrodynamic and sediment suspension modeling in estuarine systems, part I: description of the numerical models. J Mar Syst 22:105–116

    Article  Google Scholar 

  • Cancino L, Neves R (1999b) Hydrodynamic and sediment suspension modeling in estuarine systems, part II: application to the Western Scheldt and Gironde estuaries. J Mar Syst 22:117–131

    Article  Google Scholar 

  • Cheng RT, Burau JR, Gartner JW (1991) Interfacing data analysis and numerical modelling for tidal hydrodynamic phenomena. In: Parker BB (ed) Tidal hydrodynamics. John Wiley & Sons, New York, pp 201–219

    Google Scholar 

  • Choi BJ, Wilkin JL (2007) The effect of wind on the dispersal of the Hudson River plume. J Phys Oceanogr 37:1878–1897

    Article  Google Scholar 

  • Clarke S, Elliott AJ (1998) Modelling suspended sediment concentrations in the Firth of Forth. Estuar Coast Shelf Sci 47:235–250

    Article  Google Scholar 

  • Coraci E, Umgiesser G, Zonta R (2007) Hydrodynamic and sediment transport modelling in the canals of Venice (Italy). Estuar Coast Shelf Sc 75(1–2):250–260

    Article  Google Scholar 

  • Galappatti R, Verugdenhill CB (1985) A depth-integrated model for suspended sediment transport. J Hydraul Res 23:359–375

    Article  Google Scholar 

  • Galperin BL, Kantha H, Hassid S, Rosati A (1988) A quasi-equilibrium turbulent energy model for geophysical flows. J Atmos Sci 45:55–62

    Article  Google Scholar 

  • Guan WB, Wolanski E, Dong LX (1998) Cohesive sediment transport in the Jiaojiang River estuary, China. Estuar Coast Shelf Sci 46:861–871

    Article  Google Scholar 

  • Hamrick JM (1992) A three-dimensional environmental fluid dynamics computer code: theoretical and computational aspects. The College of William and Mary, Virginia Institute of Marine Science, Special Report 317, Virginia

  • Hamrick JM (1996) User’s manual for the environmental fluid dynamics computer code. special report in marine science and ocean engineering, No. 331. The College of William and Mary, Virginia Institute of Marine Science, Virginia, 223 pp

  • Houwing EJ (1999) Determination of the critical erosion threshold of cohesive sediment on intertidal mudflats along the Dutch Wadden Sea Coast. Estuar Coast Shelf Sci 49:545–555

    Article  Google Scholar 

  • Houwing EJ, Rijn LC (1998) In situ erosion flume (ISEF): determination of bed-shear stress and erosion of a kaolinite bed. J Sea Res 39:243–253

    Article  Google Scholar 

  • Hsu MH, Kuo AY, Kuo JT, Liu WC (1999) Procedure to calibrate and verify numerical models of estuarine hydrodynamics. J Hydraul Eng ASCE 125(2):166–182

    Article  Google Scholar 

  • Hsu MH, Wu CR, Liu WC (2006) Investigate of turbidity maximum in a mesotidal estuary, Taiwan. J Am Water Resour Assoc 42(4):901–914

    Article  Google Scholar 

  • Hydrological Year Book of Taiwan (1996) Water Resources Planning Commission (in Chinese)

  • Jan S, Wang YH, Chao SY, Wang DY (2001) Development of a nowcast system for the Taiwan Strait (TSNOW): numerical simulation of barotropic tides. Ocean Polar Res 23(3):195–203

    Google Scholar 

  • Jiang WS, Pohlmann T, Sundermann J, Feng S (2000) A modelling study of SPM transport in the Bohai sea. J Mar Syst 24:175–200

    Article  Google Scholar 

  • Jin KR, Ji ZG (2004) Case study: modeling of sediment transport and wind-wave impact in Lake Okeechobee. J Hydraul Eng ASCE 130(11):1055–1067

    Article  Google Scholar 

  • Krone RB (1962) Flume studies of the transport of sediment in estuarial shoaling processes. Ph.D. thesis, Hydraulic Engineering Laboratory and Sanitary Engineering Laboratory, University of California, Berkeley

  • Lee CG, Wu CH, Hoopes JA (2004) Automatic sediment erosion testing system using digital imaging. J Hydraul Eng ASCE 130(8):771–782

    Article  Google Scholar 

  • Lee CG, Schwab DJ, Nawley N (2005) Sensitivity analysis of sediment resuspension parameters in coastal area of southern Lake Michigan. J Geophys Res 110:C03004

    Article  Google Scholar 

  • Li M, Zhong LJ, Boicourt WC, Zhang SL, Zhang DL (2007) Hurricane-induced destratification and restratification in a partially-miexed estuary. J Mar Res 65(2):169–192

    Google Scholar 

  • Lick W, McNeil J (2001) Effects of sediment bulk properties on erosion rate. Sci Total Environ 266:41–48

    Article  Google Scholar 

  • Lin B, Falconer RA (1995) Modelling sediment flues in estuarine waters using a curvilinear coordinate grid system. Estuar Coast Shelf Sci 41:413–428

    Article  Google Scholar 

  • Lin B, Falconer RA (1996) Numerical modelling of three-dimensional suspended sediment for estuarine and coastal waters. J Hydraul Res 34(4):435–456

    Article  Google Scholar 

  • Lin J, Kuo AY (2003) A model study of turbidity maximum in the York River estuary, Virginia. Estuaries 26(5):1269–1280

    Article  Google Scholar 

  • Liu JT, Chao SY, Hsu RT (2002a) Numerical modelling study of sediment dispersal by a river plume. Cont Shelf Res 22:1745–1773

    Article  Google Scholar 

  • Liu WC (2007) Modelling the effects of reservoir construction on tidal hydrodynamics and suspended sediment distribution in Danshuei River estuary. Environ Model Softw 22:1588–1600

    Article  Google Scholar 

  • Liu WC (2005) Modeling the influence of settling velocity on cohesive sediment transport in Tanshui River estuary. Environ Geol 47(4):535–546

    Article  Google Scholar 

  • Liu WC, Hsu MH, Kuo AY (2001a) Investigation of long-term transport in Tanshui River estuary, Taiwan. J Waterway Port Coast Ocean Eng ASCE 127(2):61–71

    Article  Google Scholar 

  • Liu WC, Hsu MH, Kuo AY, Kuo JT (2001b) The influence of discharge on salinity intrusion in the Tanshui estuary. J Coastal Res 17:544–552

    Google Scholar 

  • Liu WC, Hsu MH, Kuo AY (2002b) Modelling of hydrodynamics and cohesive sediment transport in Tanshui Rvier estuarine system, Taiwan. Mar Pollut Bull 44:1076–1088

    Article  Google Scholar 

  • Liu WC, Chen WB, Cheng RT, Hsu MH, Kuo AY (2007) Modeling the influence of river discharge on salt intrusion and residual circulation in Danshuei River estuary, Taiwan. Cont Shelf Res 27:900–921

    Article  Google Scholar 

  • Lopes JF, Dias JM, Dekeyser I (2006) Numerical modelling of cohesive sediment transport in the Ria de Aveiro lagoon, Portugal. J Hydrol 319:176–198

    Article  Google Scholar 

  • Lumborg U (2005) Modelling the deposition, erosion, and flux of cohesive sediment through Oresund. J Mar Syst 56:179–193

    Article  Google Scholar 

  • McCave IN (1984) Erosion, transport and deposition of fine grained marine sediments. In: Stow DA, Piper DJW (eds) Fine grained sediments: deep water processes and facies, Geological Society Special Publication No 15, pp 35–69

  • McDonald ET, Cheng RT (1997) A numerical model of sediment transport applied to San Francisco Bay. J Mar Environ Eng 4:1–41

    Google Scholar 

  • Mehta AJ, Dyer KR (1993) Cohesive sediment transport in estuarine and coastal waters. In: LeHaute B, Hanes DM (eds) The Sea, vol 9B. Wiley Publications, London, pp 815–839

    Google Scholar 

  • Mellor GL, Yamada T (1982) Development of a turbulence closure model for geophysical fluid problems. Rev Geophys 20:851–875

    Article  Google Scholar 

  • Mercier C, Delhez EJM (2007) Diagnosis of the sediment transport in Belgian Coastal zone. Estuar Coast Shelf Sci 74:670–683

    Article  Google Scholar 

  • Ni JR, Wang GQ (1991) Vertical sediment distribution. J Hydraul Eng ASCE 117:1184–1194

    Article  Google Scholar 

  • Nicholson J, O’Conner A (1986) Cohesive sediment transport model. J Hydraul Eng ASCE 112(7):621–640

    Article  Google Scholar 

  • Normant CL (2000) Three-dimensional modelling of cohesive sediment transport in the Loire estuary. Hydrol Process 14:2231–2243

    Article  Google Scholar 

  • Otsubo K, Muraoka K (1988) Critical shear stress of cohesive bottom sediment. J Hydraul Eng ASCE 114(10):1241–1256

    Article  Google Scholar 

  • Parchure TM, Mehta AJ (1985) Erosion of soft of cohesive sediment deposits. J Hydraul Eng ASCE 111(10):1308–1326

    Article  Google Scholar 

  • Park K, Kuo AY, Shen J, Hamrick JM (1995) A three-dimensional hydrodynamic-eutrophication model (HEM-3D): description of water quality and sediment processes submodels. Special Report in Applied Marine Science and Ocean Engineering No. 327. Virginia Institute of Marine Science, the College of William and Mary, Gloucester Point, Virginia

  • Park K, Wang HV, Kim SC, Oh JH (2008) A model study of the estuarine turbidity maximum along the main channel of the upper Chesapeake Bay. Estuar Coast 31:115–133

    Article  Google Scholar 

  • Partheniades E (1965) Erosion and deposition of cohesive soils. J Hydraul Div Am Soc Civ Eng ASCE 91:105–139

    Google Scholar 

  • Sanford LP, Chang ML (1997) The bottom boundary condition for suspended sediment deposition. J Coastal Res 25:3–17

    Google Scholar 

  • Shen J, Kuo AY (1999) Numerical investigation of estuarine front and its associated eddy. J Waterway Port Coast Ocean Eng ASCE 125:127–135

    Article  Google Scholar 

  • Shen J, Sisson MG, Kuo AY, Boon J, Kim SC (1997) Three-dimensional numerical modeling of the tidal York River system, Virginia. In: proceedings of the Conference American Society of Civil Engineers, Alexandria, VA, pp 495–510

  • Sinha PC, Guliani P, Jena GK, Rao AD, Dube SK, Chatterjee AK, Murty T (2004) A breath averaged numerical model for suspended sediment transport in Hooghly estuary, east coastal of India. Nat Hazards 32:239–255

    Article  Google Scholar 

  • Torfs H (1995) Erosion of mud/sand mixtures. Ph.D. thesis, Catholic University of Leuven, Leuven, Belgium

  • Van Wijngaarden M (1999) A two-dimensional model for suspended sediment transport in the southern branch of the Rhine-Meuse estuary, the Netherlands. Earth Surf Process Landf 24:1173–1188

    Article  Google Scholar 

  • Whitney MM, Garvine RW (2005) Wind influence on a coastal buoyant outflow. J Geophy Res 110:C03014

    Article  Google Scholar 

  • Zheng LY, Chen CS, Alber M, Liu H (2003) A modelling study of the Satilla River estuary, Georgia. II: suspended sediment. Estuaries 26(3):670–679

    Article  Google Scholar 

Download references

Acknowledgments

The project, under which this study was conducted, was supported by the National Science Council in Taiwan, under grant numbers NSC 95-2211-E-239-010. The financial support is highly appreciated. The authors thank the Taiwan Water Resources Agency for providing the observational data.

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Correspondence to Wen-Cheng Liu.

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Liu, WC., Lee, CH., Wu, C.H. et al. Modeling diagnosis of suspended sediment transport in tidal estuarine system. Environ Geol 57, 1661–1673 (2009). https://doi.org/10.1007/s00254-008-1448-0

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  • DOI: https://doi.org/10.1007/s00254-008-1448-0

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