Study on multi-zone airflow model calibration process and validation

2014 ◽  
pp. 51-56

2021 ◽  
Vol 252 ◽  
pp. 111380
Author(s):  
José Eduardo Pachano ◽  
Carlos Fernández Bandera


2019 ◽  
Vol 79 (11) ◽  
pp. 2095-2105
Author(s):  
Antonio Krishnamurti Beleño de Oliveira ◽  
Osvaldo Moura Rezende ◽  
Matheus Martins de Sousa ◽  
Andrea Nardini ◽  
Marcelo Gomes Miguez

Abstract The city of Riohacha (Colombia) has a complex urban setting that, under the pressure of recurring intense rains, experiences increasing flood damage. With the aim of identifying a systemic solution to flood problems, a hydrodynamic mathematical modelling exercise was conducted. Within the modelling process, calibration and validation are two fundamental actions that must precede the use of the model. However, most of the river basins around the world lack hydrometeorological information, which is indispensable for the calibration process. This paper presents an original approach to collecting such information for the calibration process, based on interviewing inhabitants. The results of this effort were surprisingly good, when considering the kind of approximations involved in using people's answers as hard data. This encouraged us to promote it as a working solution for many other similar cases, which all suffer from lack of suitable data.



2017 ◽  
Vol 21 (11) ◽  
pp. 5443-5457 ◽  
Author(s):  
Sandra Pool ◽  
Marc J. P. Vis ◽  
Rodney R. Knight ◽  
Jan Seibert

Abstract. Ecologically relevant streamflow characteristics (SFCs) of ungauged catchments are often estimated from simulated runoff of hydrologic models that were originally calibrated on gauged catchments. However, SFC estimates of the gauged donor catchments and subsequently the ungauged catchments can be substantially uncertain when models are calibrated using traditional approaches based on optimization of statistical performance metrics (e.g., Nash–Sutcliffe model efficiency). An improved calibration strategy for gauged catchments is therefore crucial to help reduce the uncertainties of estimated SFCs for ungauged catchments. The aim of this study was to improve SFC estimates from modeled runoff time series in gauged catchments by explicitly including one or several SFCs in the calibration process. Different types of objective functions were defined consisting of the Nash–Sutcliffe model efficiency, single SFCs, or combinations thereof. We calibrated a bucket-type runoff model (HBV – Hydrologiska Byråns Vattenavdelning – model) for 25 catchments in the Tennessee River basin and evaluated the proposed calibration approach on 13 ecologically relevant SFCs representing major flow regime components and different flow conditions. While the model generally tended to underestimate the tested SFCs related to mean and high-flow conditions, SFCs related to low flow were generally overestimated. The highest estimation accuracies were achieved by a SFC-specific model calibration. Estimates of SFCs not included in the calibration process were of similar quality when comparing a multi-SFC calibration approach to a traditional model efficiency calibration. For practical applications, this implies that SFCs should preferably be estimated from targeted runoff model calibration, and modeled estimates need to be carefully interpreted.



2021 ◽  
Author(s):  
Hongjie Xiong ◽  
Sangcheol Yoon ◽  
Yu Jiang

Abstract The multi-stage fracture treatments create complex fracture networks with various proppant type, size, and concentration distributed within and along fractures through reservoir rock, where larger size and higher concentrations usually result in higher long-term conductivity. To model the fracture conductivity reduction with depletion, we traditionally use a single monotonic relationship between fracture conductivity and pressure, which is proper for a single proppant concentration but obviously hard to describe the situation in the horizontal wells with complex concentration distributions. This paper is to present a new method to speed-up the calibration process of well performance models with multi-million cells and its two applications in the Wolfcamp reservoir in the Delaware Basin. To study well performance and completion effectiveness of 3000 horizontal wells over University Lands acreage in the Permian Basin, we have built a series of well performance models with complex fracture networks (SPE 189855 and 194367). We have used those models to methodically investigate the drivers of well completion parameters and well spacing on well performance and field development value (URTeC 554). In the process of building multiple robust well performance models, we found out it is hard and time-consuming to calibrate a well performance model with multi-million cells based upon a single correlation between fracture conductivity and pressure. We first modeled the complex fracture networks and fracture conductivity distributions based upon the historical completion pumping data; we then developed multiple correlations to characterize fracture conductivity reduction and closure behaviors with pressure depletion based upon initial fracture conductivities (as the result of proppant type, size, and concentration) and reservoir geomechanical properties. We found out that this method significantly reduced our model calibration time. We then applied our method to multiple case studies in the Permian Basin to test and improve the method. We have thus developed a method to mimic the fracture conductivity reduction and closure behavior in the horizontal wells with complex fracture networks. The paper will layout the theoretical foundation and detail our method to develop the multiple correlations to model fracture conductivity reduction and fracture closure behaviors in the horizontal well performance models in the unconventional reservoirs. We will then show two case studies to illustrate how we have applied our method to speed up the model calibration process. Based upon the multiple applications into our model calibration process, we have concluded that the method is very effective to calibrate the well performance model with complex fracture networks. The method can be used for engineers to simplify and speedup calibrating horizontal well performance models. Therefore, engineers can more effectively build more robust well performance models to optimize field development plans in the unconventional reservoirs.



2014 ◽  
Vol 981 ◽  
pp. 348-351
Author(s):  
Xiao Yang Yu ◽  
Xiao Liang Meng ◽  
Hai Bin Wu ◽  
Xiao Ming Sun ◽  
Li Wang

In coded-structured light three dimensional system, system calibration plays a vital role for the measurement accuracy. The camera calibration method is very mature, but the study about projector calibration is less. Therefore, this paper proposes a projector calibration method with simple calibration process and high accuracy. This method combines the Zhang’?s plane model calibration method with orthogonal phase shift coding. In calibration process, this paper uses phase shift coding pattern to establish the relationship of projector image and camera corner point coordinates. According to the image coordinates in the projector’?s perspective, we program and calculate the projector’?s internal and external parameters matrix based on the Zhang’?s plane model calibration toolbox. The results show that the proposed method is simple and flexible, the maximum relative error of the calibration parameters is 0.03%, and it meets the requirements of system calibration in medical or industrial fields.



2021 ◽  
Author(s):  
Antoine Pelletier ◽  
Vazken Andréassian

Abstract. The role of aquifers in the seasonal and multiyear dynamics of streamflow is undisputed: in many temperate catchments, aquifers store water during the wet periods and release it all year long, making a major contribution to low flows. The complexity of groundwater modelling has long prevented surface hydrological modellers from including groundwater level data, especially in lumped rainfall–runoff models. In this article, we investigate whether using groundwater level data in the daily GR6J model, through a composite calibration framework, can improve the performance of streamflow simulation. We tested the new calibration process on 107 French catchments. Our results show that these additional data are superfluous for streamflow simulation, since for catchments, model performance is not significantly improved. However, parameter stability is ameliorated and the model shows a surprising ability to simulate groundwater level with a satisfying performance, in a wide variety of hydrogeological and hydroclimatic contexts. Finally, we make several recommendations regarding the model calibration process to be used in a given situation.



2020 ◽  
Author(s):  
Kyle Mosley ◽  
David Applegate ◽  
James Mather ◽  
John Shevelan ◽  
Hannah Woollard

<p>The issue of safely dealing with radioactive waste has been addressed in several countries by opting for a geological disposal solution, in which the waste material is isolated in a subsurface repository. Safety assessments of such facilities require an in-depth understanding of the environment they are constructed in. Assessments are commonly underpinned by simulations of groundwater flow and transport, using numerical models of the subsurface. Accordingly, it is imperative that the level of uncertainty associated with key model outputs is accurately characterised and communicated. Only in this way can decisions on the long-term safety and operation of these facilities be effectively supported by modelling.</p><p>In view of this, a new approach for quantifying uncertainty in the modelling process has been applied to hydrogeological models for the UK Low Level Waste Repository, which is constructed in a complex system of Quaternary sediments of glacial origins. Model calibration was undertaken against a dataset of observed groundwater heads, acquired from a borehole monitoring network of over 200 locations. The new methodology comprises an evolution of the calibration process, in which greater emphasis is placed on understanding the propagation of uncertainty. This is supported by the development of methods for evaluating uncertainty in the observed heads data, as well as the application of mathematical regularisation tools (Doherty, 2018) to constrain the solution and ensure stability of the inversion. Additional information sources, such as data on the migration of key solutes, are used to further constrain specific model parameters. The sensitivity of model predictions to the representation of heterogeneity and other geological uncertainties is determined by smaller studies. Then, with the knowledge of posterior parameter uncertainty provided by the calibration process, the resulting implications for model predictive capacity can be explored. This is achieved using the calibration-constrained Monte Carlo methodology developed by Tonkin and Doherty (2009).</p><p>The new approach affords greater insight into the model calibration process, providing valuable information on the constraining influence of the observed data as it pertains to individual model parameters. Similarly, characterisation of the uncertainty associated with different model outputs provides a deeper understanding of the model’s predictive power. Such information can also be used to determine the appropriate level of model complexity; the guiding principle being that additional complexity is justified only where it contributes either to the characterisation of expert knowledge of the system, or to the model’s capacity to represent details of the system’s behaviour that are relevant for the predictions of interest (Doherty, 2015). Finally, the new approach enables more effective communication of modelling results – and limitations – to stakeholders, which should allow management decisions to be better supported by modelling work.</p><p><strong>References:</strong></p><ul><li>Doherty, J., 2015. <em>Calibration and Uncertainty Analysis for Complex Environmental Models</em>. Watermark Numerical Computing, Brisbane, Australia. ISBN: 978-0-9943786-0-6.</li> <li>Doherty, J., 2018. <em>PEST Model-Independent Parameter Estimation. User Manual Part I. 7<sup>th</sup> Edition.</em> Watermark Numerical Computing, Brisbane, Australia.</li> <li>Tonkin, M. and Doherty. J., 2009. <em>Calibration-constrained Monte Carlo analysis of highly parameterized models using subspace techniques.</em> Water Resources Research, 45, W00B10.</li> </ul>





2010 ◽  
Vol 57 (1) ◽  
pp. 1-20
Author(s):  
Małgorzata Skorupa ◽  
Tomasz Machniewicz

Application of the Strip Yield Model to Crack Growth Predictions for Structural SteelA strip yield model implementation by the present authors is applied to predict fatigue crack growth observed in structural steel specimens under various constant and variable amplitude loading conditions. Attention is paid to the model calibration using the constraint factors in view of the dependence of both the crack closure mechanism and the material stress-strain response on the load history. Prediction capabilities of the model are considered in the context of the incompatibility between the crack growth resistance for constant and variable amplitude loading.



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