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AN ANALYTICAL FORMULA FOR CALCULATING WATER HAMMER IN CONDUIT OF HYDRAULIC TURBINE

AN ANALYTICAL FORMULA FOR CALCULATING WATER HAMMER IN CONDUIT OF HYDRAULIC TURBINE

作     者:段昌国 DUAN CHANGGUO (Beijing Graduate Research Division, North China Institute of Water Conservancy and Hydropower Engineering)

作者机构:Beijing Graduate Research Division North China Institute of Water Conservancy and Hydropower Engineering 

出 版 物:《Chinese Science Bulletin》 (科学通报(英文版))

年 卷 期:1980年第25卷第3期

页      面:248-254页

学科分类:07[理学] 0701[理学-数学] 070101[理学-基础数学] 

主  题:hammer inconsistent closure adopt rigid fitting instant pipe turbine hydraulic 

摘      要:When the phase number of the water hammer wave is greater than 4—6, we generally adopt the rigid water column theory. Based on this theory, Allievi has given a formula to solve the water hammer for uniform gate closure taking place at the end of a pipe. However, computed results thus obtained are frequently inconsistent

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