Relevant bibliographies by topics / Calibration of hydraulic models

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Calibration of hydraulic models'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Calibration of hydraulic models"

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Zimoch, Izabela, and Ewelina Bartkiewicz. "Process of hydraulic models calibration." E3S Web of Conferences 59 (2018): 00007. http://dx.doi.org/10.1051/e3sconf/20185900007.

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Mathematical modelling of the water supply systems (WSS) and water quality changes in the system is a complex and difficult task to solve, it requires an interdisciplinary approach to considering the determinants of WSS work. Prognosis models of the WSS in relation to hydraulic quantities are well known and there are many packages that implement these models. These packages allow you to calculate the flow and pressure in the water distribution system under certain operating conditions. However, to make a hydraulic model a useful tool in the management of water supply systems, a calibration pro
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Berardi, L., and O. Giustolisi. "Calibration of Design Models for Leakage Management of Water Distribution Networks." Water Resources Management 35, no. 8 (2021): 2537–51. http://dx.doi.org/10.1007/s11269-021-02847-x.

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AbstractWater losses in urban water distribution networks (WDN) accelerate the deterioration of such infrastructures. The enhanced hydraulic modelling provides a phenomenological representation of WDN hydraulics, including the modelling of leakages as function of pipe average pressure and deterioration. The methodological use of such models on real WDN was demonstrated to support the planning of leakage management actions. Nonetheless, many water utilities are still in the process of designing flow/pressure monitoring, thus data available are not enough to perform detailed calibration of such
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Zio, Souleymane, and Fernando A. Rochinha. "DATA-DRIVEN CALIBRATION OF P3D HYDRAULIC FRACTURING MODELS." International Journal for Uncertainty Quantification 10, no. 4 (2020): 375–98. http://dx.doi.org/10.1615/int.j.uncertaintyquantification.2020033602.

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Fabio, P., G. T. Aronica, and H. Apel. "Towards automatic calibration of 2-dimensional flood propagation models." Hydrology and Earth System Sciences Discussions 6, no. 6 (2009): 6833–64. http://dx.doi.org/10.5194/hessd-6-6833-2009.

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Abstract. Hydraulic models for flood propagation description are an essential tool in many fields, e.g. civil engineering, flood hazard and risk assessments, evaluation of flood control measures, etc. Nowadays there are many models of different complexity regarding the mathematical foundation and spatial dimensions available, and most of them are comparatively easy to operate due to sophisticated tools for model setup and control. However, the calibration of these models is still underdeveloped in contrast to other models like e.g. hydrological models or models used in ecosystem analysis. This
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Zanfei, Ariele, Andrea Menapace, Simone Santopietro, and Maurizio Righetti. "Calibration Procedure for Water Distribution Systems: Comparison among Hydraulic Models." Water 12, no. 5 (2020): 1421. http://dx.doi.org/10.3390/w12051421.

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Proper hydraulic simulation models, which are fundamental to analyse a water distribution system, require a calibration procedure. This paper proposes a multi-objective procedure to calibrate water demands and pipe roughness distribution in the context of an ill-posed problem, where the number of measurements is smaller than the number of variables. The proposed methodology consists of a two-steps procedure based on a genetic algorithm. Firstly, several runs of the calibrator are performed and the corresponding pressure and flow-rates values are averaged to overcome the non-uniqueness of the s
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Fabio, P., G. T. Aronica, and H. Apel. "Towards automatic calibration of 2-D flood propagation models." Hydrology and Earth System Sciences 14, no. 6 (2010): 911–24. http://dx.doi.org/10.5194/hess-14-911-2010.

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Abstract. Hydraulic models for flood propagation description are an essential tool in many fields and are used, for example, for flood hazard and risk assessments, evaluation of flood control measures, etc. Nowadays there are many models of different complexity regarding the mathematical foundation and spatial dimensions available, and most of them are comparatively easy to operate due to sophisticated tools for model setup and control. However, the calibration of these models is still underdeveloped in contrast to other models like e.g. hydrological models or models used in ecosystem analysis
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Vidal, Jean-Philippe, Sabine Moisan, Jean-Baptiste Faure, and Denis Dartus. "Towards a reasoned 1D river model calibration." Journal of Hydroinformatics 7, no. 2 (2005): 91–104. http://dx.doi.org/10.2166/hydro.2005.0009.

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Model calibration remains a critical step in numerical modelling. After many attempts to automate this task in water-related domains, questions about the actual need for calibrating physics-based models are still open. This paper proposes a framework for good model calibration practice for end-users of 1D hydraulic simulation codes. This framework includes a formalisation of objects used in 1D river hydraulics along with a generic conceptual description of the model calibration process. It was implemented within a knowledge-based system integrating a simulation code and expert knowledge about
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Primin, Oleg A., and Grigory N. Gromov. "YDRAULIC CALCULATIONS IMPROVEMENT OF WATER SUPPLY SYSTEMS BY USING ELECRONIC MODELS." International Journal for Computational Civil and Structural Engineering 14, no. 2 (2018): 141–48. http://dx.doi.org/10.22337/2587-9618-2018-14-2-141-148.

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Development of hydraulic model is regulated according to Russian legislation acts. However, these legislation acts do not contain explanations regarding the methodology and detail level of hydraulic model, as well as requirements for sufficient level of model calibration. This paper presents hydraulic model implementation methodology for water supply systems
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Ormsbee, Lindell E., and Srinivasa Lingireddy. "Calibrating hydraulic network models." Journal - American Water Works Association 89, no. 2 (1997): 42–50. http://dx.doi.org/10.1002/j.1551-8833.1997.tb08177.x.

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Sun, Wenchao, Xiaolei Yao, Na Cao, Zongxue Xu, and Jingshan Yu. "Integration of soil hydraulic characteristics derived from pedotransfer functions into hydrological models: evaluation of its effects on simulation uncertainty." Hydrology Research 47, no. 5 (2016): 964–78. http://dx.doi.org/10.2166/nh.2016.150.

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Aimed at reducing simulation uncertainty of hydrological models in data-sparse basins where soil hydraulic data are unavailable, a method of estimating soil water parameters of soil and water assessment tool (SWAT) from readily available soil information using pedotransfer functions was introduced. The method was evaluated through a case study of Jinjiang Basin, China and was performed based on comparison between two model calibrations: (1) soil parameters estimated from pedotransfer functions and other parameters obtained from calibration; and (2) all parameters derived from calibration. The
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Dissertations / Theses on the topic "Calibration of hydraulic models"

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Kapelan, Zoran. "Calibration of water distribution system hydraulic models." Thesis, University of Exeter, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.370011.

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A number of mathematical models are used nowadays to describe behaviour of the reallife water distribution system (WDS). It is a well known fact that, to have any meaningful use, any WDS mathematical model must be calibrated first. Here, calibration is defined as process in which a number of WDS model parameters are adjusted until the model mimics behaviour of the real WDS as closely as possible. In this thesis, WDS mathematical models that are used to model water quantity aspect only are analysed. Three hydraulic models considered here are: (1) steady-state flow model, (2) quasi-steady flow (
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De, Schaetzen Werner. "Optimal calibration and sampling design for hydraulic network models." Thesis, University of Exeter, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.322278.

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Trasky, Trevor Ryan. "Hydraulic model calibration for the Girdwood, Alaska water distribution system." Thesis, Montana State University, 2008. http://etd.lib.montana.edu/etd/2008/trasky/TraskyT0508.pdf.

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The possible EPA promulgation of regulations requiring flushing programs for water distribution systems to regulate water age is encouraging many utilities to develop a better understanding of their systems. This usually involves the development of a hydraulic model. For the hydraulic model to be of use it must be calibrated using collected field data. Few established guidelines exist for utilities to perform such data collection and calibration. There are many different types of data that can be collected using many different methods. There are also various model calibration methods that can
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Flanagan, James P. A. "Formulation & Calibration of a Numerical model of the tidal hydraulics of McCormacks Bay." Thesis, University of Canterbury. School of Engineering, 1997. http://hdl.handle.net/10092/1101.

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The experimental investigation in this report was conducted both as indicator of the problems in McCormacks bay, and also as a base for the calibration of a numerical model of the hydraulic characteristics of the bay. There are some issues of public concern associated with the bay at the present time. These are related to dominant algae populations and their related problems, and the desire to preserve the existing bay as a healthy marine environment. Numerical models can be a useful tool to test various management options. A component of this study involved the calibration of a numeric
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Ashby, Robert Craig. "INVESTIGATION OF USAGE OF VELOCITY AND PRESSURE DATA WITHIN A WATER DISTRIBUTION LAB MODEL FOR CALIBRATING HYDRAULIC MODELS." UKnowledge, 2013. http://uknowledge.uky.edu/ce_etds/8.

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Water distribution modeling for hydraulics and water quality is an important tool for managing system performance of water utilities. An important component of a water distribution model is the calibration of a network model with field data in the real world system. The calibration effort requires a protocol or selection criteria for the location of field measurements that best support the calibration effort. A water distribution model was constructed at the University of Kentucky hydraulics lab for the purpose of investigating the performance of water distribution models. The lab model contai
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Náplavová, Eva. "Kalibrace hydraulického modelu vodovodní sítě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409704.

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This diploma thesis deals with calibration of hydraulic simulation models, especially with methods used for calibration and parameters that are modified during calibration. The literature review in the field of mathematical modeling, basic principles applied in hydraulic modeling and the current approach to calibration and data collection is done in theoretical part. In the practical part of the thesis, a hydraulic model of the group water supply system Horní Dunajovice is built and subsequently calibrated. The calibration is first performed manually for the normal operational status and then
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Temeepattanapongsa, Sathaporn. "Unified Equations for Cutthroat Flumes Derived from a Three-Dimensional Hydraulic Model." DigitalCommons@USU, 2012. https://digitalcommons.usu.edu/etd/1308.

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Computational fluid dynamics software was used to simulate the hydraulic behavior of 51 Cutthroat flume (CTF) sizes under various flow conditions, including 24 standard sizes with throat widths (W) from 0.051 to 1.219 m (2 inches to 4 ft), flume scale lengths (L) ranging from 0.457 to 2.743 m (1.5 - 9 ft), constriction ratios (W/L) of 1/9, 2/9, 3/9, and 4/9, and 27 non-standard flumes of intermediate sizes. The validity and accuracy of the simulation results were demonstrated using laboratory data from other studies for 16 of the standard flume sizes and three non-standard sizes. By using the
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Ar, Kerem. "Calibration Of Water Distribution Networks." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12613934/index.pdf.

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Water distribution network models are used for different purposes. In this study, a model, used for daily operational issues is concerned. Models results should be consistent with actual conditions for sound decisions during operational studies. Adjusting model parameters according to site measurements in order to fit the model to obtain realistic results is known as calibration. Researchers have carried out numerous studies on calibration and developed various methods. In this study, an actual network (N8.3 Pressure Zone, Ankara) has been calibrated by two classical methods developed by Walsk
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Apaydin, Oncu. "Automated Calibration Of Water Distribution Networks." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615692/index.pdf.

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Water distribution network models are widely used for various purposes such as long-range planning, design, operation and water quality management. Before these models are used for a specific study, they should be calibrated by adjusting model parameters such as pipe roughness values and nodal demands so that models can yield compatible results with site observations (basically, pressure readings). Many methods have been developed to calibrate water distribution networks. In this study, Darwin Calibrator, a computer software that uses genetic algorithm, is used to calibrate N8.3 pressure zone
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Andersson, Sara. "Mapping Uncertainties – A case study on a hydraulic model of the river Voxnan." Thesis, KTH, Mark- och vattenteknik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-173848.

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This master thesis gives an account for the numerous uncertainties that prevail one-dimensional hydraulic models and flood inundation maps, as well as suitable assessment methods for different types of uncertainties. A conducted uncertainty assessment on the river Voxnan in Sweden has been performed. The case study included the calibra-tion uncertainty in the spatially varying roughness coefficient and the boundary condi-tion uncertainty in the magnitude of a 100-year flood, in present and future climate conditions. By combining a scenario analysis, GLUE calibration method and Monte Carlo anal
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Books on the topic "Calibration of hydraulic models"

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1943-, Bos Marinus Gijsberthus, and Replogle John A, eds. FLUME: Design and calibration of long-throated measuring flumes : version 3.0. International Institute for Land Reclamation and Improvement, 1993.

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Clemmens, Albert J. FLUME: A computer model for estimating flow through long-throated measuring flumes. U.S. Dept. of Agriculture, Agricultural Research Service, 1987.

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Duan, Qingyun, Hoshin V. Gupta, Soroosh Sorooshian, Alain N. Rousseau, and Richard Turcotte, eds. Calibration of Watershed Models. American Geophysical Union, 2003. http://dx.doi.org/10.1029/ws006.

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Buchheim, J. F. Calibration of irrigation requirements. U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1994.

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NATO Advanced Study Institute on Recent Advances in Hydraulic Physical Modelling (1988 Lisbon, Portugal). Recent advances in hydraulic physical modelling. Kluwer Academic Publishers, 1989.

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Čábelka, Jaroslav. Výzkum na hydraulických modelech a ve skutečnosti. Academia, 1987.

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Quintus, H. L. Von. Calibration of rutting models for structural and mix design. Transportation Research Board, 2012.

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Quintus, Harold L. Von, Jagannath Mallela, Ramon Bonaquist, Charles W. Schwartz, and Regis L. Carvalho. Calibration of Rutting Models for Structural and Mix Design. Transportation Research Board, 2012. http://dx.doi.org/10.17226/22781.

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Gabriel, Pavel. Hydraulic research of the Děčín Barrage. T.G. Masaryk Water Research Institute, Public Research Institute, 2007.

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Gabriel, Pavel. Hydraulic research of the Děčín Barrage. T.G. Masaryk Water Research Institute, Public Research Institute, 2007.

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Book chapters on the topic "Calibration of hydraulic models"

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Vidal, Jean-Philippe, Sabine Moisan, and Jean-Baptiste Faure. "Knowledge-Based Hydraulic Model Calibration." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-45224-9_92.

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Kovar, J., and J. Rucka. "Software Tool for Calibration of Hydraulic Models of Water-Supply Networks." In Mechatronics 2013. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-02294-9_32.

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Li, Shuiyan, Rongzhi Qi, and Weiwei Jia. "Calibration of the Conceptual Rainfall-Run off Model’s Parameters." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_11.

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Alessio, Domeneghetti, Castellarin Attilio, and Armando Brath. "Hydraulic Model Calibration Using Remote-Sensing Data: The Usefulness of ERS-2 and ENVISAT Water Surface Levels." In Engineering Geology for Society and Territory - Volume 3. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09054-2_120.

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Munoz-Hernandez, German Ardul, Sa’ad Petrous Mansoor, and Dewi Ieuan Jones. "Hydraulic Models." In Advances in Industrial Control. Springer London, 2012. http://dx.doi.org/10.1007/978-1-4471-2291-3_4.

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Guitjens, J. C. "Hydraulic Models." In Agronomy Monographs. American Society of Agronomy, 2016. http://dx.doi.org/10.2134/agronmonogr17.c28.

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Mäkelä, Annikki, and Harry T. Valentine. "Calibration." In Models of Tree and Stand Dynamics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-35761-0_9.

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Carroll, R. J., D. Ruppert, and L. A. Stefanski. "Regression Calibration." In Measurement Error in Nonlinear Models. Springer US, 1995. http://dx.doi.org/10.1007/978-1-4899-4477-1_3.

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Mantelli, Marcia Barbosa Henriques. "Thermal and Hydraulic Models." In Thermosyphons and Heat Pipes: Theory and Applications. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-62773-7_3.

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Malleson, Nick. "Calibration of Simulation Models." In Encyclopedia of Criminology and Criminal Justice. Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-5690-2_688.

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Conference papers on the topic "Calibration of hydraulic models"

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Ehlig-Economides, Christine A., and Guoqing Liu. "Comparison among Fracture Calibration Test Analysis Models." In SPE Hydraulic Fracturing Technology Conference and Exhibition. Society of Petroleum Engineers, 2017. http://dx.doi.org/10.2118/184866-ms.

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Max, D. Wayne, Dave C. Gordon, and R. A. Gaines. "Operation and Calibration Procedures for Micro-Models." In Hydraulic Measurements and Experimental Methods Specialty Conference (HMEM) 2002. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40655(2002)79.

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Viswanathan, Anup, Raj Malpani, Jian Xu, Dee Grant, and Robert C. Downie. "Utilization of Microseismic Event Source Parameters for the Calibration of Complex Hydraulic Fracture Models." In SPE Hydraulic Fracturing Technology Conference. Society of Petroleum Engineers, 2013. http://dx.doi.org/10.2118/163873-ms.

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Liu, Guoqing, Christine Ehlig-Economides, and Jianlei Sun. "Comprehensive Global Fracture Calibration Model." In SPE Asia Pacific Hydraulic Fracturing Conference. Society of Petroleum Engineers, 2016. http://dx.doi.org/10.2118/181856-ms.

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Howie, Douglas C. "Problems with SCADA Data for Calibration of Hydraulic Models." In 29th Annual Water Resources Planning and Management Conference. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40430(1999)35.

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Onat, Erin A., Trey W. Walters, David M. Mobley, and James J. Mead. "Hydraulic Model Calibration of a Nuclear Plant Service Water System." In ASME 2016 Power Conference collocated with the ASME 2016 10th International Conference on Energy Sustainability and the ASME 2016 14th International Conference on Fuel Cell Science, Engineering and Technology. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/power2016-59062.

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As pipe networks age, build-up [scaling] and corrosion decrease pipe diameter and increase pipe roughness, leading to significant pressure drops and lower flow rates. When modeling the hydraulics of these systems, calibrating the pipes to account for additional scaling and/or fouling can be vital to accurately predicting the hydraulic behavior of the system. An automated, multi-variable goal-seeking software was used to calibrate the raw water system of the Duke McGuire Nuclear Station (MNS). This calibration process involved three phases. The first phase was the testing of the automated, mult
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Sumer, Derya, and Kevin E. Lansey. "Calibration of and Data Collection for Hydraulic Models for Alternative Model Purposes." In Eighth Annual Water Distribution Systems Analysis Symposium (WDSA). American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40941(247)69.

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Maxwell, Shawn C., Ulrich Zimmer, and James E. Wolfe. "Seismic Velocity Model Calibration Using Dual Monitoring Well Data." In SPE Hydraulic Fracturing Technology Conference. Society of Petroleum Engineers, 2009. http://dx.doi.org/10.2118/119596-ms.

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Lal, A. M. Wasantha, and Randy Van Zee. "Calibration of Bulk Aquifer Parameters of Regional Models Using Hydraulic Disturbances." In World Water and Environmental Resources Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40792(173)397.

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Wu, Z. Y. "Hydraulic Calibration of a Water Distribution System Model." In World Environmental and Water Resources Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412947.070.

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Reports on the topic "Calibration of hydraulic models"

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Anh Bui, Nam Dinh, and Brian Williams. Validation and Calibration of Nuclear Thermal Hydraulics Multiscale Multiphysics Models - Subcooled Flow Boiling Study. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1110336.

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Ogden, D. M. High heat program, thermal hydraulic computer models. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/362544.

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McAlpin, Jennifer, Cassandra Ross, and Jared McKnight. Houston Ship Channel and vicinity three-dimensional Adaptive Hydraulics (AdH) numerical model calibration/validation report. Engineer Research and Development Center (U.S.), 2019. http://dx.doi.org/10.21079/11681/33063.

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Engelmann, R. E., R. E. Lewis, and D. C. Stromswold. Calibration models for density borehole logging - construction report. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/123214.

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Carin, Lawrence. Efficient Electromagnetic Scattering Models for UWB SAR Calibration. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada572039.

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Determan, J. C., and C. E. Hendrix. Survey of thermal-hydraulic models of commercial nuclear power plants. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/6983550.

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Determan, J. C., and C. E. Hendrix. Survey of thermal-hydraulic models of commercial nuclear power plants. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/10128992.

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Chodora, Evan Christopher. Developing a nonparametric functional calibration framework for physics-based models. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1477612.

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Crespo, Luis Guillermo. A New Perspective for the Calibration of Computational Predictor Models. Office of Scientific and Technical Information (OSTI), 2014. http://dx.doi.org/10.2172/1164981.

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Atamturktur, Sezer,, Francois, Hemez, and Cetin Unal. Calibration under uncertainty for finite element models of masonry monuments. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/974684.

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