PREDICTION OF DISSOLVED OXYGEN ON STEPPED SPILLWAY WITH DIFFERENT CONFIGURATION

Authors

  • Very Dermawan Department of Water Resources Engineering, Faculty of Engineering, Brawijaya University, Malang, 65145, East Java, Indonesia
  • Djoko Legono Department of Civil and Environmental Engineering, Faculty of Engineering, Gadjah Mada University, Yogyakarta, 55281, Indonesia
  • Denik Sri Krisnayanti Department of Civil Engineering, Faculty of Science and Engineering, Nusa Cendana University, Kupang, 85001, East Nusa Tenggara, Indonesia

DOI:

https://doi.org/10.11113/jt.v79.9907

Keywords:

Dissolved oxygen, skimming flow, stepped spillway, water quality, pooled steps

Abstract

The increase of water quality is related to the presence of dissolved oxygen. Even, the oxygen concentration in surface waters is a main indicator of the water quality for human use as well as for the aquatic biota. Air entrainment on stepped spillway is also recognised for its contribution to the oxygen transfer. The oxygen transfer on stepped spillways in skimming flow regime is increased due to earlier self-aeration and slower flow velocities in comparison to smooth spillways. This paper presents the results gained on a physical model by using a variety of different configurations of stepped spillway. The slopes of stepped spillway (θ) used are 30˚ and 45˚, the number of step (N) are 40 and 20, and two types of steps are flat steps and pooled steps. The experiments were conducted for ten Froude number (Fr) run ranging from 1.117 to 9.909. This research aimed to investigate the influence of different configuration in stepped spillway for predicting of dissolved oxygen. The results showed that the dissolved oxygen of the stepped spillway increases with an increase in chute of slope, number of step, and surface roughness on steps. The increases of Froude number as a function of discharge will cause turbulence flow becomes decreases, and the concentration of air bubble in the water will be decreased. The decreased value of turbulence flow will make dissolved oxygen level decrease. In skimming flow condition, the dissolved oxygen level decreases with increasing discharge per unit width especially for steep bed slope. 

References

Baylar, A., Bagatur, T., & Emiroglu, M. 2007. Prediction of Oxygen Content of Nappe, Transition, and Skimming Flow Regime Is Stepped Channel Chutes. J. Environ. Eng. Sci. 6: 201-208.

Baylar, A., Emiroglu, M., & Bagatur, T. 2009. Influence of Chute Slope on Oxygen Content in Stepped Waterways. G.U. Journal of Science. 22(4): 325-332.

Bung, D. B., Schlenkhoff, A. 2009. Self–aerated Skimming Flow on Embankment Stepped Spillways - The Effect of Additional Micro-Roughness on Energy Dissipation and Oxygen Transfer. 33rd IAHR Congress. Vancouver, Canada.

Chanson, H. 1993. Stepped Spillway Flows and Air Entrainment. Canadian Journal of Civil Engineering. 422-435.

Chanson, H. 1994b. Hydraulics of Skimming Flows over Stepped Channels and Spillways. Journal of Hydraulic Research. 445-460.

Chanson, H. 2002. The Hydraulics of Stepped Chutes and Spillways. 1th edition. Balkema, Lisse, The Netherlands.

Chanson, H., Toombes, L. 2002. Experimental Study of Gas-Liquid Interfacial Properties in a Stepped Cascade Flow. Environmental Fluid Mechanics. 2(3): 241-263.

Chanson, H. 2004. The Hydraulics of Open Channel Flow: An Introduction. Second Edition. Oxford: Elsevier.

Dermawan, V. 2011. Uji Model Fisik Hidraulik Perilaku Aliran dan Peredaman Energi Pada Bangunan Pelimpah Bertangga. Disertation. Surabaya: ITS Surabaya.

Essery, I. T. S., Tebbutt, T. H. Y., Rasaratnam, S. K. 1978. Design of Spillways for Reaeration of Polluted Waters. Rep. 72, CIRIA, UK.

Guenther, P., Felder, S., & Chanson, H. 2013. Flow Aeration, Cavity Processes and Energy Dissipation on Flat and Pooled Stepped Spillways For Embankments. Environmental Fluid Mechanics. 13(5): 503-525.

Khatsuria, R. 2005. Hydraulics of Spillways and Energy Dissipators. New York: Marcel Dekker.

Krisnayanti, D. S. 2016. Pemodelan Geometri Pelimpah Bertangga Terhadap Titik Pemasukan Udara (Inception Point) Pada Kondisi Aliran Tenggelam. Disertation. Fakultas Teknik, Universitas Brawijaya, Malang, Indonesia.

Krisnayanti, D. S., Dermawan, V. 2014. Study Investigation of Hydraulic Model on Stepped Spillway. Proceedings of Third International Conference on Sustainable Built Environment, Islamic University of Indonesia, Yogyakarta, Indonesia.

Peraturan Pemerintah No. 82 Tahun 2001. 2001. Pengelolaan Kualitas Air dan Pengendalian Pencemaran Air.

Toombes, L., Chanson, H. 2000. Air-Water Flow and Gas Transfer at Aeration Cascades: A Comparative Study Of Smooth And Stepped Chutes. Proceedings of the International Workshop on Hydraulics of Stepped Spillways, Zurich, Switzerland. 22-24, 7784.

Downloads

Published

2017-04-27

Issue

Section

Science and Engineering

How to Cite

PREDICTION OF DISSOLVED OXYGEN ON STEPPED SPILLWAY WITH DIFFERENT CONFIGURATION. (2017). Jurnal Teknologi (Sciences & Engineering), 79(4). https://doi.org/10.11113/jt.v79.9907