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  • Articles  (5)
  • linear programming  (5)
  • 1985-1989  (5)
  • Geography  (5)
  • Political Science
  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Stochastic environmental research and risk assessment 3 (1989), S. 17-29 
    ISSN: 1436-3259
    Keywords: Stochastic optimization ; linear programming ; simplex method ; Karmarkar's method
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract Optimization of multi-reservoir systems operations is typically a very large scale optimization problem. The following are the three types of optimization problems solved using linear programming (LP): (i) deterministic optimization for multiple periods involving fine stage intervals, for example, from an hour to a week (ii) implicit stochastic optimization using multiple years of inflow data, and (iii) explicit stochastic optimization using probability distributions of inflow data. Until recently, the revised simplex method has been the most efficient solution method available for solving large scale LP problems. In this paper, we show that an implementation of the Karmarkar's interior-point LP algorithm with a newly developed stopping criterion solves optimization problems of large multi-reservoir operations more efficiently than the simplex method. For example, using a Micro VAX II minicomputer, a 40 year, monthly stage, two-reservoir system optimization problem is solved 7.8 times faster than the advanced simplex code in MINOS 5.0. The advantage of this method is expected to be greater as the size of the problem grows from two reservoirs to multiples of reservoirs. This paper presents the details of the implementation and testing and in addition, some other features of the Karmarkar's algorithm which makes it a valuable optimization tool are illuminated.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Water resources management 3 (1989), S. 129-140 
    ISSN: 1573-1650
    Keywords: Waste load allocation ; water quality management ; multi-objective analysis ; linear programming
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: Abstract In an attempt to improve managing river water quality, this paper presents a model to a three-objective WLA problem using the constraint method in conjunction with the parametric linear programming technique. The three objectives considered are: (1) maximization of total waste load discharge, (2) minimization of the largest difference in equity between dischargers, and (3) maximization of the lowest allowable water quality standard.
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Water resources management 2 (1988), S. 21-34 
    ISSN: 1573-1650
    Keywords: Stochastic programming ; linear programming ; objective function ; synthetic streamflow ; reliability ; skewed ; random variable ; spill ; release ; storage ; free board
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: Abstract A generalized linear decision rule is presented which takes into account the aspect of spill in a multi-lag LDR model. The proposed rule incorporates past inflow experience to determine the optimum release rules based on a stochastic (linear) programming optimization model. It also prescribes a procedure of determining spill, should it occur, and the method of adjusting the release policy, accordingly, for the subsequent periods, which are directly affected by the spill of the current period. The use of the rule also makes it possible to produce a specification for a reservoir with a smaller capacity by taking liberal constraints on the reservoir freeboard during the monsoon months. The problem is solved, for the purpose of illustration, using the historical data of a river located in central India. Two synthetic streamflow series of a duration of 50 years each are generated under lognormal flow assumption. The prescribed release rules are applied to a hypothetical reservoir with the optimum capacity determined by the linear programming method, and the generated series as the inflow. The results and findings are quite satisfactory.
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Water resources management 2 (1988), S. 103-121 
    ISSN: 1573-1650
    Keywords: Aquifer management ; groundwater quality ; waste disposal patterns ; net disposal gain ; analytic solutions ; linear programming
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: Abstract The impact of optimal waste disposal patterns upon the maximum assimilative capacity of groundwater systems is investigated in cases where the simultaneous utilization of the same aquifer for water supply as well as for waste disposal is required. A groundwater quality management model that combines analytic solutions off the dimensionless advective-dispersive transport equation with linear programming is developed. Three different patterns of waste disposal are considered: a constant rate, a pulsing-type, and a continuously varying rate. Optimal schedules for all the patterns are determined for a wide range of the problem's parameters, and a critical evaluation of their benefits leads, eventually, to a complete series of useful guidelines. These guidelines can serve as a-priori criteria for the selection of the most suitable waste disposal patterns.
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Water resources management 1 (1987), S. 143-154 
    ISSN: 1573-1650
    Keywords: Flood management ; large-scale systems ; linear programming ; deterministic inflows ; risk analysis
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: Abstract The Ottawa River System is a large-scale and complex system comprising 30 major reservoirs and 43 generating stations and has a long history of flooding that extends throughout the basin. Its operation aims primarily at meeting energy requirements but is largely affected by flood reduction and other interests such as nagivation, low flow augmentation, recreation and log driving. This paper gives a brief description of the system and of the linear programming optimization model (MORRO) that is currently used to establish operation rules in flood management. Risk analysis is outlined as a procedure to deviate from optimal policy in order to account for uncertainties in inflow forecast.
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