A systematic approach to the synthesis and design of flexible site utility systems
Introduction
Industrial utility systems operate as part of a site complex servicing a pre-specified number of production processes each demanding heat and power at different levels throughout the year. The utility system is configured according to the needs of the entire system and it is desired that its operation remains efficient but robust to the different variations in demand. At times, such variations could be considerable, following changes in the markets, changes in the supplies of raw materials, product variability and seasonal changes. The variability has an apparent impact on the efficiency, as large units would be under-used in low periods whereas small units, being less efficient at full load, would make unfortunate choices in periods of high demand. The variability of demands requires a methodology that builds flexible utility systems which operate efficiently (thermodynamic target), are capable to adjust to different conditions (combinatorial challenge), and able to operate at minimum cost (economic target in optimisation). Critical design decisions include the selection of steam levels and the layout of the site utility system. The system consists of available steam turbines, gas turbines, boilers and other auxiliary units.
The optimal selection of steam levels has been discussed in Shang and Kokossis (2004). Once the steam levels are determined, the design can proceed with the development of the best structure to produce utilities. This task comprises a large combinatorial problem. Candidate systems involve layouts of the following units: (i) simple and/or complex back-pressure (BP) turbines, (ii) simple and/or complex condensing turbines, (iii) reheat cycles, (iv) simple and/or regenerative gas turbine cycles, and (v) boiler networks. Each alternative configuration results in a different overall efficiency and a different capital cost. As the utility demands vary with time, it is important that the utility system maintain high efficiency over the entire variation range. On the other hand, the optimum trade-off between flexibility and capital cost needs to be identified. In order to evaluate the alternative design options and distinguish amongst the associated efficiencies, the effects of the unit size, as well as load and operating conditions on the unit efficiencies, need to be taken into account. These effects generally involve non-linear relations that give rise to complex models and formulations.
In the last two decades, a number of approaches have been reported for the synthesis and design of utility systems. Papoulias and Grossmann (1983) proposed an MILP approach for the synthesis of flexible utility systems accounting for anticipated variations in process demands in the shape of a multiperiod utility demand pattern. Hui and Natori (1996) presented a mixed-integer formulation for multiperiod synthesis and operation planning for utility systems and discussed the industrial relevance. A simulated annealing algorithm was used by Maia and Qassim (1997) for the synthesis of utility systems with variable utility demands. Iyer and Grossmann (1998) proposed a multi-period MILP approach for the synthesis and planning of utility systems under multiple periods. Oliveira Francisco and Matos (2003) extended the model by Iyer and Grossmann to include global emissions of atmospheric pollutants from fuels combustion.
It is well documented that the appropriate selection of the different superstructure units/components reflects on the actual value of the synthesis work. Unless containing appropriate candidates, the superstructure approach delivers inferior results. At the same time, exhaustive or blind integration of potential units is pointless and ineffective. Multiple operational scenarios simply increase the size of the synthesis model, whereas efficiencies are complicated enough to be treated as parameters by the majority of researchers. None of the previous approaches have addressed the challenge to select superstructure units as a result of operational variations. This is particularly important as unit sizes directly relate—and have a major impact—on the network efficiency. At the same time, size and efficiency count as complicating variables since, if introduced to the formulation, they both lead to significant complexities. Mavromatis and Kokossis, 1998a, Mavromatis and Kokossis, 1998b have presented an approach to decouple the non-linear components of unit efficiencies with the use of thermodynamic models. They accordingly managed to formulate an MILP model for the design of steam turbine networks that takes into account the impact of operational variations on the efficiencies. Tested on real-life problems, and although limited to BP turbines, the approach reports improvements of 11% against cases that neglect variations or consider unit efficiencies as constant.
This paper presents a methodology inspired by these last developments. The approach is not limited to particular units though but includes boilers, gas turbines and all types of steam turbines. Thermodynamic models are used to develop synthesis formulations in the form of multi-period MILP problems. These include boiler hardware models, steam turbine hardware models and gas turbine hardware model. They account for the variability of equipment efficiency with size, load and operating conditions. Thermodynamics are employed to reduce the size of the superstructure and integrate only units required to achieve maximum performance. The approach is illustrated in several design problems most of which represent real-life applications.
Section snippets
Problem definition
Given are
- (i)
a set of chemical processes whose requirements for steam and power are addressed by a system of fixed steam levels;
- (ii)
a presumed horizon of operation;
- (iii)
power and steam demands at each level;
- (iv)
a set of units that could generate steam and power.
- (1)
very high pressure (VHP) boilers fired by fuel;
- (2)
heat recovery steam generators (HRSG) which
Targeting models
As unit loads and operating conditions vary in time, so do unit efficiencies. The unit efficiencies are also influenced by their capacities. Most synthesis models simplify these dependencies by setting constant efficiencies and making use of linear mass and energy balances around the units. Instead, this paper makes use of hardware models to account for the variation of efficiency with load and capacity, as well as changes in the operating conditions. They include a
turbine hardware model (THM);
The optimisation strategy
The solution strategy is schematically shown in Fig. 1. The proposed strategy comprises the following five stages:
- 1.
Total site analysis that determines energy integration and cogeneration targets;
- 2.
Analysis through the thermodynamic efficiency curve (TEC) deployed to determine a minimum set of primal design components to ensure maximum efficiency;
- 3.
Superstructure development: Primal components are integrated as a synthesis model with BP steam turbines, condensing steam turbines, reheat cycles, gas
Total site analysis
Primal candidate structures include steam turbine cycles, condensing turbine cycles, simple gas turbine cycles, regenerative gas turbine cycles, combined steam and gas turbine cycles with or without condensing turbine, diesel drivers, and all of their different combinations. These different types need be considered for all different sizes, different operating conditions (primarily pressure levels), and different combinations of the primal structures. Industries that use a very large amount of
Thermodynamic analysis
The objective of the thermodynamic analysis is to screen out the ineffective options and define a minimum set of options with capabilities to achieve the targets set by the previous stage. The use of the set reduces dramatically the size and the complexity of the optimisation problem. As heat and power are energies of different quality, the thermodynamic efficiency is defined as a relationship that determines the ratio of the useful part of the energy to the total fuel input. The thermodynamic
Superstructure development
For each operation scenario the TEC is constructed and the curves are applied to identify candidate structures and potential capacities of the utility units. The steps to generate the superstructure are presented as follows.
Optimisation model
In this section, a multi-period MILP model is presented for the minimisation of capital investment and operating cost. The model incorporates the BHM, THM, CTHM and GTHM models. The optimisation is a screening tool for the selected alternative design options by using the thermodynamic analysis, rather than for the exhaustive structures. The binary variables account for the selection of units and their operation status at each scenario. The continuous variables relate to the stream flowrates
Case studies
When considering different operating scenarios, Shang and Kokossis (2004) presented an approach to optimise the steam levels of a total site. Having specified the optimal steam levels, the optimal configuration of the site utility system is determined with the approach presented in this work. Two case studies are selected to illustrate the capabilities of the methodology. The operating conditions of the four steam levels, the vacuum header and the deaerator are shown in Table 3. The pressures
Conclusions
A systematic methodology is presented for the optimal design of flexible site utility systems. The methodology combines the benefits of total site analysis, thermodynamic analysis and optimisation techniques. The approach accounts for the interactions between the site utility systems and the site processes. The design task is addressed in view of the anticipated variations in the process demands and the effect of the unit capacities and varying loads on the efficiencies of the selected units.
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