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Bulb power plant units and downstream river Calculation of Transients

Reflect the transition process of hydraulic power station. Need to add that: guide vanes, blades of closing law for bulb hydraulic power plant influenced the transition process, the paper has optimized the use of closed rules. In addition Bulb Plant in the conditions change,[link widoczny dla zalogowanych], load change, the electrical equipment is in a transition process,[link widoczny dla zalogowanych], this time should the water, mechanical, electrical and unified analysis of three aspects, which need to be further research. References: [1] Sha Xilin. Turbine Power Station [M]. Beijing: China Water Power Press ,1980.184-212. [2] WylieEBandStreeterVL. Fluidtransients [M]. NewYork: MeGraw-HillBookCo, 1978. [3] chandhMH. Appliedhydraulictransients [M]. NewYork: VanNostrandReinholdCompany, 1979. [4] Che ~ Shou-yu. Iterafivebisectionmethodfortransientflowpat ・ ternoffiverunsteadyflow [J]. JournalofHydraulicEngineer-ing, 1984, (5) :51-59. [CHEN Shou-yu. Unsteady flow canals Iterative instantaneous flow of decomposition [J]. Journal of Hydraulic Engineering,[link widoczny dla zalogowanych], 1984, (5): 51 ~ 59. ] [5] WangDa-bang. Calculationofchannelunsteadyflowforwaterpowerstationdesign [J]. JournalofHydraulicEr cries riIlg, 1983, (5): 33 ~ 40. [Wang Dabang. Station design calculation of unsteady flow in open channel [J]. Hydropower, 1983,[link widoczny dla zalogowanych], (5): 33 ~ 40. ] 【6] I ~ angJi-jian. Calculationsofhydraulictransientforcomplexwa ・ tersupplysystemyusingcharacteristicmethodwithvariabletimesteps 【J]. WaterResourcesandHydropowerEngineerir ~, 20O3, 34 (9) :12-14. [Ji-Jian Lian. Variable step method of characteristics when the computational complexity of the transition process of the hydraulic distribution system [J]. Water, 20O3, 34 (9): l2 ~ 14. ] [7] YangKai. 1in. Simulation0fhydraulictransientsinwaterdiver-sionprojectswithopenchann ~ andpressurizedpipdines [J]. WaterResourcesandHydropower dark neering,[link widoczny dla zalogowanych], 2O02, 33 (4): 5 A l1. [Yang Kailin. Channel transfer system and Pressurized piping Hydraulic Transients [J】. Water, 2O02, 33 (4): 5 a t1. 】 [8] cl-hu gJin-shi. Analytic-numericalmethodfordeterminationoftransientsinhydraulicturbineinstallation 【A]. Proc0ftheConfOilFluidFlowMachandFlowMeas [c]. Ljublj shed, 1984. [9] YangKai. 1iil. Characteristiclinedifferentialincremeiltmethodfortransientwaterturbine [J3. Journal0fHydraulicF_Jl ~ [1eer ・ ing, 1987, (1) :60-64. [Yang Kailin. The characteristics of micro-turbine transient incremental calculation method [J]. Journal of Hydraulic Engineering, 1987, (1) :60-64. ] (Edit Qiong)

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