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WATER QUALITY LIMITATION FOR TURBIDITY BASED SEDIMENT MEASUREMENT IN RIVERS

Yıl 2017, Sayı: 1, 383 - 387, 09.11.2017

Öz

The concentration and size of
sediment particles are mainly affected flow and climate conditions, soil
properties, topography, and plant cover properties. The direct water sampling
method has many difficulties to represent continuous monitoring of sediment
transport, especially during extreme flow conditions
Turbidity based estimating of suspended sediment is widely used for
river studies due to
its simply and cheap using.
The strong relationship between turbidity and suspended sediment concentrations
has led to the use of turbidimetry to estimate sediment concentration. The use
of turbidity values for SSC is an indirect method and based on to determine the
statistical relationship between these values; the relationship could be
linear, non-linear or polynomial. But this relation is affected by water
pollution, colloids and plankton units, air bubbles and other suspended
materials in the water sample rather than mineral suspended particles.
In this study, Seapoint Turbidity Meter sensor was used to provide
accurate, reliable, automated and continuous time series of suspended-sediment
concentrations under different water quality conditions in river. The study was
conducted at river conditions, and two different water qualities were
considered depend on electrical conductivity and turbidity values. The first
sampling point was chosen close the source of river for obtaining clear water
and second one was chosen at polluted point by waste water of city. The
regression analyses were applied between the sediment concentrations with the
turbidity values to observe of different water quality effects and were
evaluated using determination coefficient (R2) and regression
equation. Sediment concentration values were varied between 0.02 and 1.12 g/l
during sampling season depend on rainfall and river discharge but these values
and water quality parameters were found extremely high and unstable due to
pollution of waste water pollution of city. 
Fairly high R2 value (0.971) was obtained for first station
water which has relatively clear, but week relationship (0.273) was obtained of
between the sediment concentrations and the turbidity values for second station
due to water pollution. This problem is important limitation for turbidity
based sediment measurement, and it
should be considered to more accurately estimate sediment concentration
with turbidity values

Kaynakça

  • APHA, (2012). Standard method 2130. Turbidity. In: Standard methods for the examination of water and wastewater. - 22nd edition. American Public Health Association, American Water Works Association and Water Environment Federation, Washington, DC. Chanson, H., Takeuchi, M., Trevethan, M. (2008). Using turbidity and acoustic backscatter intensity as surrogate measures of suspended sediment concentration in a small subtropical estuary. Journal of environmental management, 88, 1406-1416. Gray, J.R., Glysson, G.D., Mueller, D.S. (2002). Comparability and accuracy of fluvial-sediment data-a view from the US Geological Survey. - Proceedings of the American Society of Civil Engineers Hydraulics Measurements & Experimental Methods Symposium, Estes Park, CO, July 28 –August 1. Guerrero, M., Rüther, N., Szupiany, R., Haun, S., Baranya, S., Latosinski, F. (2016). The Acoustic properties of suspended sediment in large rivers, Consequences on ADCP methods applicability. Water 8, 13. Lewis, J., & Eads, R, (2001). Turbidity threshold sampling for suspended sediment load estimation. - In: Proceedings, 7th Federal Interagency Sedimentation Conference 25–29 March 2001, Reno, NV, USA, pp. 110–117. Melesse, A.M., Ahmad, S., McClain, M.E., Wang, X., Lim, Y.H. (2011). Suspended sediment load prediction of river systems, An artificial neural network approach. Agricultural Water Management, 98, 855-866. Mitchell, S.B., Lawler, D.M., West, J.R., Couperthwaite, J.S. (2003). Use of continuous turbidity sensor in the prediction of fine sediment transport in the turbidity maximum of the trent Estuary UK.- Estuarine, Coastal and Shelf Science, 58, 645–652. Pedocchi, F., & Garcia, M.H. (2012). Acoustic measurement of suspended sediment concentration profiles in an oscillatory boundary layer. Continental Shelf Research, 46, 87-95. Schoellhamer, D.H., & Wright, S.A. (2003). Continuous monitoring of suspended sediment discharge in rivers by use of optical backscatterance sensors. - In: Bogen, J., Fergus, T., and Walling, D.E., Eds., Erosion and Sediment Transport Measurement: Technological and Methodological Advances, Int. Assoc. Hydro Sci Pub 283, 28-36. Slaets, J.I, Schmitter, P., Hilger, T., Lamers, M., Piepho, H.P., Vien, T.D.A. (2014). Turbidity-based method to continuously monitor sediment, carbon and nitrogen flows inmountainous watersheds. Journal of hydrology,513, 45-57. Smerdon, A.M (2006). AQUAscat; ABS system user manual. - Aquatec Electronics Limited, Hartley Wintney. Sun, H., Cornish, P.S, Daniell, T.M (2001). Turbidity based erosion estimation in catchment in South Australia. Journal of hydrology, 253, 227-238. Tananaev, N.I, & Debolskiy, M.V. (2014). Turbidity observations in sediment flux studies: Examples from Russian rivers in cold environments. Geomorphology, 218, 63-71. Tfwala, S.S., & Wang, Y.M. (2016). Estimating Sediment Discharge Using Sediment Rating Curves and Artificial Neural Networks in the Shiwen River Taiwan. Water 8, 53. Thorne, P.D., Hanes, D.M. (2002). A review of acoustic measurement of small-scale sediment processes. Continental shelf research, 22, 603-632. Uncles, R.J., & Stephens, J.A. (2010). Turbidity and sediment transport in a muddy sub-estuary: Estuarine, Coastal and Shelf Science, 87, 213-224. Williamson, T.N. & Crawford, C.G (2011). Estimation of Suspended-Sediment Concentration from Total Suspended Solids and Turbidity Data for Kentucky, 1978-1995. - JAWRA Journal of the American Water Resources Association 47, 739-749. Wren, D.G., Barkdoll, B.D., Kuhnle, R.A., Derrow, R.W. (2000). Field techniques for suspended sediment measurement. Journal of Hydraulic Engineering, 126, 97-104. Yao, M., Nan, J., Chen, T. (2014). Effect of particle size distribution on turbidity under various water quality levels during flocculation processes. Desalination, 354, 116-124. Ziegler, C.A. (2002). Issues related to use of turbidity measurements surrogate for suspended sediment. - Turbidity and Other Sediment Surrogates Workshop, April 30 – May 2 2002, Reno, NV.
Yıl 2017, Sayı: 1, 383 - 387, 09.11.2017

Öz

Kaynakça

  • APHA, (2012). Standard method 2130. Turbidity. In: Standard methods for the examination of water and wastewater. - 22nd edition. American Public Health Association, American Water Works Association and Water Environment Federation, Washington, DC. Chanson, H., Takeuchi, M., Trevethan, M. (2008). Using turbidity and acoustic backscatter intensity as surrogate measures of suspended sediment concentration in a small subtropical estuary. Journal of environmental management, 88, 1406-1416. Gray, J.R., Glysson, G.D., Mueller, D.S. (2002). Comparability and accuracy of fluvial-sediment data-a view from the US Geological Survey. - Proceedings of the American Society of Civil Engineers Hydraulics Measurements & Experimental Methods Symposium, Estes Park, CO, July 28 –August 1. Guerrero, M., Rüther, N., Szupiany, R., Haun, S., Baranya, S., Latosinski, F. (2016). The Acoustic properties of suspended sediment in large rivers, Consequences on ADCP methods applicability. Water 8, 13. Lewis, J., & Eads, R, (2001). Turbidity threshold sampling for suspended sediment load estimation. - In: Proceedings, 7th Federal Interagency Sedimentation Conference 25–29 March 2001, Reno, NV, USA, pp. 110–117. Melesse, A.M., Ahmad, S., McClain, M.E., Wang, X., Lim, Y.H. (2011). Suspended sediment load prediction of river systems, An artificial neural network approach. Agricultural Water Management, 98, 855-866. Mitchell, S.B., Lawler, D.M., West, J.R., Couperthwaite, J.S. (2003). Use of continuous turbidity sensor in the prediction of fine sediment transport in the turbidity maximum of the trent Estuary UK.- Estuarine, Coastal and Shelf Science, 58, 645–652. Pedocchi, F., & Garcia, M.H. (2012). Acoustic measurement of suspended sediment concentration profiles in an oscillatory boundary layer. Continental Shelf Research, 46, 87-95. Schoellhamer, D.H., & Wright, S.A. (2003). Continuous monitoring of suspended sediment discharge in rivers by use of optical backscatterance sensors. - In: Bogen, J., Fergus, T., and Walling, D.E., Eds., Erosion and Sediment Transport Measurement: Technological and Methodological Advances, Int. Assoc. Hydro Sci Pub 283, 28-36. Slaets, J.I, Schmitter, P., Hilger, T., Lamers, M., Piepho, H.P., Vien, T.D.A. (2014). Turbidity-based method to continuously monitor sediment, carbon and nitrogen flows inmountainous watersheds. Journal of hydrology,513, 45-57. Smerdon, A.M (2006). AQUAscat; ABS system user manual. - Aquatec Electronics Limited, Hartley Wintney. Sun, H., Cornish, P.S, Daniell, T.M (2001). Turbidity based erosion estimation in catchment in South Australia. Journal of hydrology, 253, 227-238. Tananaev, N.I, & Debolskiy, M.V. (2014). Turbidity observations in sediment flux studies: Examples from Russian rivers in cold environments. Geomorphology, 218, 63-71. Tfwala, S.S., & Wang, Y.M. (2016). Estimating Sediment Discharge Using Sediment Rating Curves and Artificial Neural Networks in the Shiwen River Taiwan. Water 8, 53. Thorne, P.D., Hanes, D.M. (2002). A review of acoustic measurement of small-scale sediment processes. Continental shelf research, 22, 603-632. Uncles, R.J., & Stephens, J.A. (2010). Turbidity and sediment transport in a muddy sub-estuary: Estuarine, Coastal and Shelf Science, 87, 213-224. Williamson, T.N. & Crawford, C.G (2011). Estimation of Suspended-Sediment Concentration from Total Suspended Solids and Turbidity Data for Kentucky, 1978-1995. - JAWRA Journal of the American Water Resources Association 47, 739-749. Wren, D.G., Barkdoll, B.D., Kuhnle, R.A., Derrow, R.W. (2000). Field techniques for suspended sediment measurement. Journal of Hydraulic Engineering, 126, 97-104. Yao, M., Nan, J., Chen, T. (2014). Effect of particle size distribution on turbidity under various water quality levels during flocculation processes. Desalination, 354, 116-124. Ziegler, C.A. (2002). Issues related to use of turbidity measurements surrogate for suspended sediment. - Turbidity and Other Sediment Surrogates Workshop, April 30 – May 2 2002, Reno, NV.
Toplam 1 adet kaynakça vardır.

Ayrıntılar

Konular Mühendislik
Bölüm Makaleler
Yazarlar

Ramazan Meral

Sebahattin Kaya

Azize Dogan Demir

Yasin Demir

Yayımlanma Tarihi 9 Kasım 2017
Yayımlandığı Sayı Yıl 2017Sayı: 1

Kaynak Göster

APA Meral, R., Kaya, S., Dogan Demir, A., Demir, Y. (2017). WATER QUALITY LIMITATION FOR TURBIDITY BASED SEDIMENT MEASUREMENT IN RIVERS. The Eurasia Proceedings of Science Technology Engineering and Mathematics(1), 383-387.