提出一种应用搜索法、动态规划法实现梯级水电站日经济运行的数学模型和算法。
This paper presents a new mathematical model and algorithm based on dynamic programming and searching method for solving daily economic operation problem on the cascaded hydroelectric power stations.
建立了梯级水电站约束条件的数学模型，包括梯级间的约束条件和水电站自身的约束条件。
It set up the mathematics models of the restriction conditions of the cascaded hydroelectric stations including the cascaded and themselves' restriction conditions.
本文阐述了水电站群径流补偿调节线性规划模型的思路、数学模型、算法和结构，并讨论了模型的目标函数问题。
This paper introduces the theory, the mathematical model, the algorithm, and the structure of a linear programing problem for runoff compensating regulation of a group of hydropower stations.
建立了水电站厂内自动发电控制的数学模型，提出一种针对多喷嘴水斗式水轮机组的自动发电控制模型求解方法。
A mathematical model of automatic generation control for hydroelectric station is established, and a solution method to AGC mathematical model on multi-nozzle scoop-type turbines is proposed.
摘要建立了水电站厂内自动发电控制的数学模型，提出一种针对多喷嘴水斗式水轮机组的自动发电控制模型求解方法。
A mathematical model of automatic generation control for hydroelectric station is established, and a solution method to AGC mathematical model on multi-nozzle scoop-type turbines is proposed.
本文应用非线性规划，优选规划阶段的水电站群的主要设计参数，并提出了相应的数学模型和算法。
On the basis of existing mathematical models of choosing reservoir parameters, this paper for the first time suggests the use of nonlinear pro-gramming(NLP)model.
介绍了水电站过渡过程控制中小波动的数学模型，主要对小波动稳定性进行了分析研究。
The mathematical mode of little fluctuation in transient of hydrolic power station is established and the stability of little fluctuation is mainly analyzed in the paper.
本文提出了一种新的梯级水电站短期优化运行的数学模型，它包括两个子模型：周期平稳日优化运行模型和过渡日优化运行模型。
This paper presents a novel theory and model of short-term optimal operation for cascaded hydroelectric stations, and gives the optimality conditions for Cascaded plants short-term optimal Operation.
讨论了含梯级水电站的大型水火电力系统有功功率最优分配的数学模型，考虑了水电厂上、下游水位的变化、梯级水电厂间的水流时间延迟等因素。
In this paper, we discuss a mathematical mode for optimization of active power dispatch of large-scale hydro-thermal power systems with cascaded hydropower stations.
本文以抽水蓄能电站及有压引水式水电站为典型对象对水力系统各建筑物建立了整体参数优化数学模型，其后又针对该模型的目标函数不可求导、计算量大、维数多、非线性的特点。
This paper take pumped storage station and diversion type power station as typical objects of study and gives out a global optimal model of the parameters of the water way structures.
本文以抽水蓄能电站及有压引水式水电站为典型对象对水力系统各建筑物建立了整体参数优化数学模型，其后又针对该模型的目标函数不可求导、计算量大、维数多、非线性的特点。
This paper take pumped storage station and diversion type power station as typical objects of study and gives out a global optimal model of the parameters of the water way structures.
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