Open Channel Surges

Authors

  • Bharat Raj Pandey Chief Engineer, Hydro-Consult Engineering (HCE)

DOI:

https://doi.org/10.3126/jacem.v1i0.14919

Keywords:

surge, dam, sluice gate

Abstract

The open channel Surges due to sudden changes of flow depth creates Celerity (Wave Velocity) in the flow in addition to the normal water velocity of the channels. These waves travel in the downstream and sometimes upstream of the channels depending on the various situations. The propagation of the Surges becomes positives or negatives depending on its crest and the trough of the waves. Therefore, on this topic, these principals are presented in the analytical methods.

Journal of Advanced College of Engineering and Management, Vol. 1, 2015, pp. 35-43

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Published

2016-05-13

How to Cite

Pandey, B. R. (2016). Open Channel Surges. Journal of Advanced College of Engineering and Management, 1, 35–43. https://doi.org/10.3126/jacem.v1i0.14919

Issue

Vol. 1 (2015)

Section

Articles

License

JACEM reserves the copyright for the published papers. Author will have right to use content of the published paper in part or in full for their own work.