The input-output
relationship for a hydro plant in the simplest form is as shown in fig.(9-1) with
the conventional formula given by:
Where h is the effective water head, q is the rate of water discharge through the turbine, c is a dimensional conversion coefficient, Pn is the output power of hydro plant, and t is the efficiency that is dependent on h and q. Eq. (3-121a) can be put as product of two function one, fh(h) is function of h and d the second fq(q) is function of q, then one can write :
For cases of head
variations is negligible (when the hydro plant has large storage reservoirs),
the common model of qi as
function of output power Phi for plant I may be written as:
Which is similar to the fuel cost function for thermal plant now, for system has n of power plants divided into m thermal power plants and (n-m) of hydro plants operating at constant head, if the optimization interval in (O, T) (period of operation T may be one year, one month, or one day, depending on the requirement), then the problem is to determine the water discharge rate, q(t), so as to minimize the cost of thermal generation with performance index J defined as:
Under the following
constraints:
1) The power balance equation
where the generators output matches the system demand PD(t) plus the
system loss PL (t) then:
2) The volume of water at each hydro power plant which
is available for generation is equal to a certain amount bi for
plant I ,then:
The problem formulation
for optimization is:
Where the power balance
constraints are included in L using multiplier function
and the volume of
water is included using constant multiplier Vi which is
named water
conversion coefficient of plants, the optimality conditions of model (6-7):
1) For thermal power
plant:
2) For hydro power, plants:
Eq ' s (9-8) and (9-9)
can be rewritten as :
and
Where fi is the penalty factors and the equations (9-6),
(9-7), (9-10) and (9-11) are named
the coordination equations.
0 comments:
Post a Comment