Journal of Engineering and Applied Sciences

Year: 2017
Volume: 12
Issue: 22
Page No. 5884 - 5888

The use of Rouse Equation to Predict Transversal Profiles of Suspended-Sediment Concentration in Open-Channel Bends: Case Study of Mataram Irrigation Channel, Indonesia

Authors : ChairulMuharis

References

Bogardi, J., 1978. Sediment Transport in Alluvial Streams. Akademiai Kiado Publisher, Budapest, Hungary,.

Fugate, D.C. and C.T. Friedrich, 2001. Determining Concentration and Fall Velocity of Estuarine Particle Populations using ADV, OBS and LISST. Elsevier Science Publisher, Amsterdam, Netherlands,.

Graf, W.H., 1984. Hydraulics of Sediment Transport. McGraw-Hill, New York, USA.,.

Kironoto, B.A. and B. Yulistiyanto, 2009. The validity of rouse equation for predicting suspended sediment concentration profiles in transversal direction of uniform open channel flow. Proceedings of the International Conference on Sustainable Development for Water and Waste Water Treatment, December 14-15, 2009, Gadjah Mada University publisher, Yogyakarta, Indonesia, pp: 01-17.

Kironoto, B.A., 2016. The simplified of suspended sediment measurement method for predicting suspended sediment load as a basic of reservoir capacity design as renewable energy resource. Intl. J. Renewable Energy Res., 6: 315-322.
Direct Link  |  

Kironoto, B.A., Lutjito and D.H. Nugraha, 2007. [The characteristic of non unform flow with suspended sediment in open channel (In Indonesia)]. Dyn. Civ. Eng., 7: 154-162.

Design and power by Medwell Web Development Team. © Medwell Publishing 2024 All Rights Reserved