The Simplified of Suspended Sediment Measurement Method in Natural River (Case study of Kuning River in Yogyakarta, Indonesia)

https://doi.org/10.22146/jcef.47061

Bambang Agus Kironoto(1), Bambang Yulistiyanto(2*), Bangun Giarto(3), Mariatul Kiptiah(4), Muhammad Lutfi Tantowi(5)

(1) Civil and Environmental Engineering Department, Faculty of Engineering, Universitas Gadjah Mada, INDONESIA
(2) Civil and Environmental Engineering Department, Faculty of Engineering, Universitas Gadjah Mada, INDONESIA
(3) Civil and Environmental Engineering Department, Faculty of Engineering, Universitas Gadjah Mada, INDONESIA
(4) Civil and Environmental Engineering Department, Faculty of Engineering, Universitas Gadjah Mada, INDONESIA
(5) Civil and Environmental Engineering Department, Faculty of Engineering, Universitas Gadjah Mada, INDONESIA
(*) Corresponding Author

Abstract


The accumulation of suspended sediment reduces the capacity in the river and deteriorates the water quality. Kuning  River in Yogyakarta is one of the main rivers in Yogyakarta, Indonesia, which is currently facing the issue of suspended sediments. To reduce the effect of suspended sediment and determine a preventive measure, hence, it is necessary to study the characteristics of the suspended sediment flow. Therefore, this study aims to investigate the suspended sediment flow characteristics, i.e. the velocity, and the concentration profiles at specific points in the transverse direction of the channel as well as the correlation of the suspended sediment discharge. Thirty (30) profiles of velocity and suspended sediment concentration were measured at six different points along the Kuning River. Opcon probe was used to measure suspended sediment concentration, while the propeller current meter was used to measure mean point-velocity profiles. Results of this study show the suspended sediment discharge ratio, defined as  are higher in the middle part of the channel than the one near the edge of the channel. The position of z/B where the values of  1 occurs at z/B = 0,19 and z/B = 0,75, which depend on the irregularity of the channel cross-sections. For practical purposes, the depth-averaged velocity and suspended sediment concentration can be determined from 1, 2 and/or 3 points measurement at y = 0,2D, 0,4D and 0,8D.

Keywords


Natural river; Field measurement; Measuring position; Velocity; Suspended sediment

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References

Bartram, J & Balance, R, 1996. A Practical Guide to the Design and Implementation of Freshwater Quality Studies and Monitoring Programs. Water Quality Monitoring. New York, UNEP/WHO.

Best, J, Bennett, S, Bridge, J & Leeder, M, 1997. Turbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates.. J. Hydraul. Eng., Volume 123, pp. 1118-1129..

Cardoso, A. H, Graf, W.H & Gust, G, 1989. Uniform flow in smooth open-channel.. JHR, IAHR, Volume 27(5), pp. 603-616.

Garde, R.J & Raju, K.G.R. , 1997. Mechanics of sediment transportations and alluvial stream problems, New Delhi: 2nd Edition Wiley Eastern Limited.

Giarto, B.R, 2016. Distributions of Suspended Sediment Concentration in Natural River (Case Study at Opak and Kuning Rivers), Yogyakarta: Universitas Gadjah Mada.

Gray. J.R & Landers, M.N, 2014. Measuring suspended sediment. In: Ahuja S. (ed.) Comprehensive Water Quality and Purification. United States of America: Elsevier Inc., Volume 1, pp. 157-204.

Guo, J & Julien, P.Y , 2001. Turbulent velocity profiles in sediment-laden flows.. J. Hydr. Res, Volume 39.

Kiptiah, M, 2016. Distributions of Flow Velocity in Natural River (Case Study at Opak and Kuning Rivers), Yogyakarta: Universitas Gadjah Mada.

Kironoto, B.A. & Yulistiyanto, B. , 2016a. The Simplified of Suspended Sediment Measurement Method for Predicting Suspended Sediment Load as A Basic of Reservoir Capacity Design as Renewable Energy Resource. Int. J. of Renewable Energy Res, Volume 6.

Kironoto, B.A. & Yulistiyanto, B, 2016. The Simplified of Suspended Sediment Measurement Method for Predicting Suspended Sediment Load as A Basic of Reservoir Capacity Design as Renewable Energy Resource. Int. J. of Renewable Energy Res., Volume 6(1).

Kironoto, B.A, 2008. Depth-averaged suspended sediment concentration based on 1, 2, and 3 points of measurement in uniform open channel flow. Dinamika Teknik Sipil, Volume 8, p. 59 – 71.

Kironoto, B.A & Yulistiyanto, B. , 2016b. Suspended Sediment Sampling Method for Determining Suspended Sediment Discharge in Artificial Channel and Natural River., Yogyakarta: Competitive Research Grant Report, Research and Community Service Institution (LPPM), Universitas Gadjah Mada.

Kironoto, B.A & Yulistiyanto, B, 2009. The validity of the Rouse equation for predicting the transversal suspended sediment concentration profiles ın uniform open channel flow. Yogyakarta, International Conference on Sustainable Development for Water and Wastewater Treatment, MUWAREC-YK09, Universitas Gadjah Mada.

Kironoto, B.A & Yulistiyanto, B, 2010. Study on suspended sediment sampling location in a transversal direction of uniform open channel flow.. Yogyakarta, Int. Workshop on Multimodal Sediment Disasters Triggered by Heavy Rainfall and Earthquake and the Countermeasures, Universitas Gadjah Mada.

Kironoto, B.A & Yulistiyanto, B, 2016. Suspended Sediment Sampling Method for Determining Suspended Sediment Discharge in Artificial Channel and Natural River., Yogyakarta: Competitive Research Grant Report, Research and Community Service Institution (LPPM), Universitas Gadjah Mada.

Kironoto, B.A & Yulistiyanto, B, 2016. Suspended Sediment Sampling Method for Determining Suspended Sediment Discharge in Artificial Channel and Natural River., Yogyakarta: Competitive Research Grant Report, Research and Community Service Institution (LPPM), Universitas Gadjah Mada.

Lv, S, et al., 2015. Laboratory measurement of suspended sediment concentration by using ADV. s.l., Proceedings of the 6th International Asia Conference on Industrial Engineering and Management Innovation.

Muste & Patel, 1997. Velocity profiles for particles and liquid in open-channel flow with suspended sediment. Hydr.Eng, Volume 123(9), pp. 742-751.

Reynolds, J. A., 1974. Turbulent Flows in Engineering, London, Great Britain.: John Wiley & sons Ltd.

Shah-Fairbank Shah-Fairbank, S., Julien, P. & Bai, 2011. Total sediment load from semep using depth-ıntegrated concentration measurements.. J. Hydr. Eng, 137(No. 12), pp. 1606-1614.

Shamei & Kaedi, 2016. Suspended sediment concentration estimation by stacking the genetic programming and neuro-fuzzy predictions.. Applied Soft Computing, Volume Vol. 45, p. 187–196.

Tantowi & M. Lutfi, 2016. Characteristic of Suspended Sediment Flow at Kuning River ( Determination Based on 1, 2, and 3 Points), Yogyakarta: Civil Eng. And Env. Department, Universitas Gadjah Mada.



DOI: https://doi.org/10.22146/jcef.47061

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