+44 (0)1509 263171
Please use this identifier to cite or link to this item:
|Title: ||Application of non-linear optimisation to multipurpose reservoir systems|
|Authors: ||Yousif, Dafalla Mohamed|
|Issue Date: ||1999|
|Publisher: ||© Dafalla Mohamed Yousif|
|Abstract: ||The aim of this research is to investigate the application of nonlinear programming
techniques to multipurpose reservoir systems. A multipurpose multiple reservoir
operation problem is a typical nonlinear large scale optimization problem. The
currently applied techniques overcome the nonlinearity and dimensionality problems
through simplification. To model the problem more closely, a successful trial is made in
this study to apply the most efficient and suitable nonlinear programming techniques.
Although research in large scale nonlinear optimization has been in recent'years a
major subject of interest within the mathematical programming community, its
application to reservoir systems is very limited. As a result of these activities software
packages, as Lancelot, have been developed. Lancelot is a general purpose software
package designed for solving large-scale nonlinear optimization problems. It uses
Augmented Lagrangian and Conjugate Gradient methods. This software is used here
successfully to solve an optimization problem formulated for a major river system, the
Blue Nile in Sudan. The system has two in series reservoirs used for hydropower
generation, maintaining minimum downstream flows and irrigation. For optimization,
some features of the system have been modelled. These are sedimentation,
evaporation, demand and flow. To represent the effect of sedimentation a model is
fitted and verified. To include the effect of evaporation a model that estimates the total
evaporation losses is fitted using Penman approach and verified using water balance.
To cope with flow uncertainty the Blue Nile flow has been modelled. ARMA(1,1) has
given the best fitting. Irrigation requirements have been estimated using Penman-
Monteith approach. Efficiency of water use has been investigated and other possible
demand scenarios resulting from efficient water use are obtained. The results of flow
and demand modelling are used as direct input to the optimization model while
sedimentation and evaporation models are incorporated in the model.
The objective of this model is to maximise power benefits on condition that certain
irrigation and downstream requirements be met. To solve this problem a double
precision version of Lancelot was installed in a hp-UNIX system. For the problem a specification and a standard input format, SEF, files were written and put under the
same directory with Lancelot to run the program. The problem was solved successfully
in few minutes. The solution includes values for the objective function, decision
variables (releases and storage volumes), penalty parameter, Lagrange multipliers and
slack variables. The optimization output is affected by reservoir sedimentation.
Therefore the developed optimization and sedimentation models have been linked to investigate sedimentation effect on optimization on output along the course of reservoir operation.
Results have shown that this approach can be used to investigate the effect of
sedimentation on reservoir optimum output.
In, a multipurpose reservoir system, the optimization output for one purpose is
affected by the efficiency of water use for other purposes. Therefore the effect of
efficient water use in irrigation on power benefits is investigated. Results have shown
an increment in benefits due to using irrigation water efficiently. This approach can be
applied to systems where priority is given for one purpose over the others.|
|Description: ||A Doctoral Thesis. Submitted in partial fulfillment of the requirements for the award of Doctor of Philosophy of Loughborough University.|
|Appears in Collections:||PhD Theses (Civil and Building Engineering)|
Files associated with this item:
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.