{"text_format":"2","workbook":"xls","n_sheets":1,"sheets":["report2"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":1,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"report2","index":0,"n_rows":20,"n_cols":5,"rows_kept":20,"cut":false,"hidden":false,"merged":[[0,2,0,3],[0,4,0,5],[1,2,1,3],[1,4,1,5],[2,2,2,3],[2,4,2,5],[3,2,3,3],[5,2,5,3],[9,2,9,3],[10,2,10,3],[11,2,11,3],[13,2,13,3],[14,2,14,3],[16,2,16,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA9911007275203321"]
[null,null,"Autore",null,"Spelman David"]
[null,null,"Titolo",null,"Computational Fluid Dynamics Modeling in Water Infrastructure : Best Practices"]
[null,null,"Pubbl/distr/stampa",null,"Reston : , : American Society of Civil Engineers, , 2023"]
[{"$nulls":4},"©2023"]
[null,null,"ISBN",null,"9781523161935"]
[{"$nulls":4},"1523161930"]
[{"$nulls":4},"9780784485125"]
[{"$nulls":4},"0784485127"]
[null,null,"Edizione",null,"[1st ed.]"]
[null,null,"Descrizione fisica",null,"1 online resource (71 pages)"]
[null,null,"Soggetti",null,"Computational fluid dynamics"]
[{"$nulls":4},"Hydraulic engineering"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,"Nota di contenuto",null,"Cover -- Half Title -- Title Page -- Copyright Page -- Contents -- Preface -- Contributors -- Acknowledgments -- Chapter 1 :  Introduction -- References -- Chapter 2 :  Domain Geometry and Process Models -- 2.1   Problem Formulation -- 2.2   Case Complexity -- 2.3   Adequacy of Two-Dimensional versus Three-Dimensional Modeling Approaches -- 2.4   Consideration of Coordinate Systems -- 2.5   Computational Fluid Dynamics Software Selection -- 2.6   Timescales -- 2.7   Domain Geometry -- 2.8   Scale of the Problem -- 2.9   Process Models -- 2.9.1   Physical Process Models -- 2.9.2   Biological Process Models -- 2.9.3   Chemical Process Models -- References -- Chapter 3 :  Meshing -- 3.1   Mesh Types -- 3.2   Characteristics of a Good-Quality Mesh -- 3.3   Mesh Size -- 3.4   Meshing Strategy -- References -- Chapter 4 :  Initial and Boundary Conditions -- 4.1   General Considerations -- 4.2   Defining Turbulence Closure Conditions at Boundaries -- 4.3   Cell Zone Conditions -- References -- Chapter 5 :  Numerical Methods -- 5.1   Discretization of Equations -- 5.2   Coupled versus Segregated Solver -- 5.3   Controlling the Rate of Convergence and Stability -- 5.3.1   Underrelaxation Factors -- 5.3.2   Solution Initialization -- 5.3.3   Time-Dependent Solutions -- 5.4   Choice of Numerical Scheme -- References -- Chapter 6 :  Choosing Turbulence Schemes -- 6.1   "]
[{"$nulls":4},"Turbulent-Resolving Strategies -- 6.1.1   Direct Numerical Simulation -- 6.1.2   Large-Eddy Simulation -- 6.1.3   Reynolds-Averaged Navier-Stokes -- 6.2   Reynolds-Averaged Navier-Stokes Closure Models -- Reference -- Chapter 7 :  Grid Independence Tests -- 7.1   How to Test for Sufficient Grid Resolution -- 7.2   Case Study -- References -- Chapter 8 :  Model Verification, Calibration, and Validation -- 8.1  Sources of Uncertainty in Engineering Computational Fluid Dynamics Simulations."]
[{"$nulls":4},"8.2   Verification -- 8.3   Calibration -- 8.4   Validation -- References -- Chapter 9 :  Documentation and Reporting -- Chapter 10 :  Quality Control -- 10.1   Quality Control Procedures -- 10.2   Why Quality Control Is Important -- Chapter 11 :  Conclusions -- Index."]
[null,null,null,"Sommario/riassunto","This publication introduces a general framework for providing the best computational fluid dynamics modeling practices for water infrastructure design and retrofit. It serves as a primer for developing future material for applications in the water and wastewater fields."]