A shape optimization method for geometrically non-linear structural mechanics based on a sensitivity gradient is proposed. This gradient is computed by means of an adjoint state equation and the structure is analysed with a total Lagrangian formulation. This classical method is well understood for r
Linear and non-linear optimization models for allocation of a limited water supply
β Scribed by Bijan Ghahraman; Ali-Reza Sepaskhah
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 196 KB
- Volume
- 53
- Category
- Article
- ISSN
- 1531-0353
- DOI
- 10.1002/ird.108
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β¦ Synopsis
Abstract
One partial solution to the problem of everβincreasing demands on our water resources is optimal allocation of available water. A nonβlinear programming (NLP) optimization model with an integrated soil water balance was developed. This model is the advanced form of a previously developed one in which soil water balance was not included. The model also has the advantage of low computer runβtime, as compared to commonly used dynamic programming (DP) models that suffer from dimensionality. The model can perform over different crop growth stages while taking into account an irrigation time interval in each stage. Therefore, the results are directly applicable to realβworld conditions. However, the time trend of actual evapotranspiration (AET) for individual time intervals fluctuates more than that for growthβstage AETs. The proposed model was run for the Ardak area (45βkm NW of the city of Mashhad, Iran) under a single cropping cultivation (corn) as well as a multiple cropping pattern (wheat, barley, corn, and sugar beet). The water balance equation was manipulated with net applied irrigation water to overcome the difficulty encountered with incorrect deep percolation. The outputs of the model, under the imposed seasonal irrigation water shortages, were compared with the results obtained from a simple NLP model. The differences between these two models (simple and integrated) became more significant as irrigation water shortage increased. Oversimplified assumptions in the previous simple model were the main causes of these differences. Copyright Β© 2004 John Wiley & Sons, Ltd.
π SIMILAR VOLUMES
An SQP-based reduced Hessian method for simultaneous analysis and design (SAND) of non-linearly behaving structures is presented and compared with conventional nested analysis and design (NAND) methods. It is shown that it is possible to decompose the SAND formulation to take advantage of the partic