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An integrated novel model for hydraulic fracturing design optimization is presented, which recognizes complex interactions between a hydraulically coupled fracture geometry module, a hydrocarbon production module and an investment-return cash flow module.
A fully coupled three-dimensional finite-element model for hydraulic fractures in permeable rocks is presented, and used to investigate the ranges of applicability of the classical analytical solutions that are known to be valid in limiting cases.
Mathematical model for hydraulic fracturing design was coded.
Therefore, this paper presents a simple and fast mathematical model for hydraulic fracturing design treatment.
This depicts the efficacy of the proposed model for hydraulic flow zonation.
The higher correlation coefficient indicates an improved efficacy of the proposed model for hydraulic flow zone characterization.
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Its performance is demonstrated using classical examples of 1D models for hydraulic fracturing: PKN and KGD models under various fracture propagation regimes.
The models for hydraulic and water quality simulation and the generation of body-fitted coordinates were developed and programmed as a dynamically linked library file using Visual Basic, and they can be launched by other computer programs.
In this paper, an interfacing Visual Basic (VB) programming tool with a SWMM (Storm Water Management Model) DLL for hydraulic and hydrological computation in sewer network completes the optimization routine.
A numerical investigation of the formation and hydraulic permeation of packed beds confirms the empirical model for the hydraulic permeability and gives further insight into the structure of the packed beds.
A WDS analysis program EPANET 2.0 is linked the optimal model for solving hydraulic constraints.
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