Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4784
Title: MATHEMATICAL MODELLING OF HYDRAULIC TRANSIENTS IN POWER CHANNELS
Authors: Niranjan
Keywords: WATER RESOURCES DEVELOPMENT AND MANAGEMENT;MATHEMATICAL MODELLING;HYDRAULIC TRANSIENTS;POWER CHANNELS
Issue Date: 1997
Abstract: Surge waves are developed in power channels due to load acceptance, load reduction and load rejection by the power stations which is a frequent phenomenon in the hydropower plants because of being generally peaking stations. - Computations forthese transient-states, developed due tofrequent operation_ of wicket gates and head regulator, is frought with complexities, therefore; not common._x000D_ That is why till now design of hydropower channels -are done assuming-the steady state flow conditions, and for transient-state condition surge tank is provided to dampen the transients. But in small, mini or micro power plants surge . tank is avoided due to. cost consideration and for transient-state condition a byepass channel is provided and operated to release -the rejected discharge. In this case during each rejection period a huge amount of water power potential is being wasted....
URI: http://hdl.handle.net/123456789/4784
Other Identifiers: M.Tech
Research Supervisor/ Guide: Chauhan, Gopal
Sharma, Nayan
metadata.dc.type: M.Tech Dessertation
Appears in Collections:MASTERS' DISSERTATIONS (WRDM)

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