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摘要
I
基于 MATLAB 的长隧洞有压引水式电站过渡过程研究
摘
要
水轮机过渡过程主要由机组负荷变化引起,伴随着水击压力波和调压室涌波的互相
作用及水轮机组的转速变化,影响着水电站生产的安全和调节品质。根据负荷变化的大
小,过渡过程又分为大波动和小波动过渡过程。水电站的大波动过渡过程直接影响电站
运行,威胁电站安全;而小波动的稳定性又和电能质量密切相关。过渡过程计算的意义
不仅仅在于缓和转速变化与压力变化这一矛盾,还须全面地分析和计算电站大小波动过
渡过程的动态特性及稳定性,对电站整个输水系统的合理性和安全强度作出评估,为电
站的设计、优化或运行提供参考依据。
本文绪论部分概要总结了国内外水电站过渡过程问题的研究成果和发展现状,简述
了目前过渡过程计算存在的问题。正文部分介绍了水击计算原理,详细论述了长隧洞有
压引水式电站过渡过程计算方法及优化手段。并在考虑调压室涌波和水击波互相作用的
前提下利用
MALAB
语言编程,针对某工程实例中大、小波动过渡过程进行计算。对于
大波动,本文给出了多种工况下的调保参数及相应的过渡过程历程线、调压室涌波曲线。
对于小波动,本文采用特征线法和状态方程分析的联合算法进行小波动过渡过程计算,
优化了调速器参数。
此外,本文还对电站提出了若干优化建议,并利用多种控制工况对每项优化措施进
行优化前后的数据对比。最后,本文利用同一种工况对电站优化进行了验证计算,证明
了优化措施的可行性。
关键词:引水式电站;混流式水轮机;水力过渡过程;外特性法;调保计算;
MATLAB
华北水利水电大学硕士学位论文
II
ABSTRACT
III
THE RESEARCH OF
TRANSIENT PROCESS
OF LONG TUNNEL PRESSURE DIVERSION
TYPE POWER STATION BASE ON MALAB
ABSTRACT
Hydro-turbine transition process is mainly caused by load changes, with the speed
variations of units and interactions between water hammer pressure changing and surge
waving, the safety of hydropower station and the quality of electricity are usually under
affecting. According to the size of the load changing, transition process is divided into great
fluctuations and small perturbation. Great fluctuation transient process directly affect the
operation and threat to hydropower station, the stability of small perturbation and power
quality are closely related. The function of calculation of transition process is not only
alleviating the contradiction between rising of rotating speed and rising of water hammer
pressure, but also rigorously analyzing and calculating the dynamic characteristics and
stability of transition process and making an assessment of rationality and safety strength of
water conveyance system, to provide the reference for the design, optimization, or units
running of Hydro-power station.
The part of introduction of this dissertation simply introduced the practical value of the
transition process research and the development situation both interiorly and abroad
,
summarized the current situation and listed the legacy. The body part of this dissertation
introduced the theory of calculation of water hammer, discoursed the optimal means and
calculation method of long tunnel pressure diversion type power station in details. Meanwhile,
this dissertation used the MATLAB language for programming under the promise of
considering the interaction between surge wave and water hammer, made the calculation for
the great fluctuations and small perturbation of specific engineering. For great fluctuations,
this dissertation ascertaining the specific parameters of regulation guarantee and
corresponding transition curves, provided the curve charts of water levels in surge tank. For
small perturbation, this dissertation united both state equation analysis method and method of
characteristics for small perturbation
,
optimized the governor setting parameters.
Besides, this dissertation gave some optimal advices to power station and made a data
comparison between before and after optimization in many kinds of control working
conditions. Finally, this dissertation demonstrated the feasibility of optimization measures in
华北水利水电大学硕士学位论文
IV
the same one working condition.
KEY WORDS
:
Diversion type hydro-station ; francis turbine; hydraulic transient process
;
the
external characteristic method
;
calculation of regulation guarantee; MATLAB
符号说明
V
符号说明
a:水击波速,m/s
A:管道断面积,
2
m
p
b
:调速器永态转差系数
t
b
:调速器暂态转差系数
B:输入矩阵
2
GD
:机组转动部分飞轮力矩,
2
mkN
f :管道沿程损失系数(达西−威斯巴哈摩擦系数)
g:重力加速度,
N/kg
S
H
:调压室内水位,m
'
w
h
为管路特性常数
J:机组转动部分的转动惯量,
2
mkg
P
K
、
I
K
、
D
K
:调速器比例、积分、微分增益
L:管道长度,m
t
M
:水轮机主动力矩,
mkN
g
M
:发电机电磁转矩,即机组阻力矩,
mkN
m:力矩相对值
'
1
M
:单位力矩,
mN
n:机组转速,
r/min
'
1
n
:机组单位转速,
r/min
Q:管道流量,
/sm
3
'
1
Q
:单位流量,
/sm
3
S
R
:调压室的阻抗损失系数
L
s
、
L
y
:主配压阀限幅值、主接力器限幅值
t:时间,s
t
:时间步长,s
y
T
:接力器时间常数,s
a
T
:机组惯性时间常数,又称机组加速时间常数,s
d
T
:缓冲时间常数,s
n
T
:升速时间,s
s
T
:导叶有效关闭时间,s
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