| People | Locations | Statistics |
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| Seuring, Stefan |
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| Nor Azizi, S. |
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| Pato, Margarida Vaz |
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| Kölker, Katrin |
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| Huber, Oliver |
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| Király, Tamás |
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| Spengler, Thomas Stefan |
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| Al-Ammar, Essam A. |
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| Dargahi, Fatemeh |
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| Mota, Rui |
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| Mazalan, Nurul Aliah Amirah |
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| Macharis, Cathy | Brussels |
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| Arunasari, Yova Tri |
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| Nunez, Alfredo | Delft |
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| Bouhorma, Mohammed |
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| Bonato, Matteo |
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| Fitriani, Ira |
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| Autor Correspondente Coelho, Sílvia. |
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| Pond, Stephen |
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| Okwara, Ukoha Kalu |
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| Toufigh, Vahid |
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| Campisi, Tiziana | Enna |
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| Ermolieva, Tatiana |
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| Sánchez-Cambronero, Santos |
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| Agzamov, Akhror |
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Talebbeydokhti, Nasser
in Cooperation with on an Cooperation-Score of 37%
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Publications (13/13 displayed)
- 2023Assessment of Seismic Resilience in Urban Water Distribution Network Considering Hydraulic Indicescitations
- 2023Evaluation of Darcy–Weisbach Friction Factors of Fiberglass Pipes Based on Internal Surface Roughness Measurementcitations
- 2022Correction to: Analytical and Numerical Solutions to Level Pool Routing Equations for Simplified Shapes of Inflow Hydrographs
- 2022Investigation of Energy Dissipation Rate of Stepped Vertical Overfall (SVO) Spillway Using Physical Modeling and Soft Computing Techniquescitations
- 2022Investigation of Iron and Lead Changes in Wastewater Treatment Sludge Decomposition Reactor With and Without Worm Existence
- 2022Analytical and Numerical Solutions to Level Pool Routing Equations for Simplified Shapes of Inflow Hydrographscitations
- 2022Optimizing Operational Parameters of Electrokinetic Technique Assisted by a Permeable Reactive Barrier for Remediation of Nitrate-Contaminated Soilcitations
- 2020Comparison of Explicit Relations for Calculating Colebrook Friction Factor in Pipe Network Analysis Using h-based Methodscitations
- 2019Development of a New Flow-dependent Scheme for Calculating Grain and Form Roughness Coefficientscitations
- 2019Analytical Solutions for Water Infiltration into Unsaturated–Semi-Saturated Soils Under Different Water Content Distributions on the Top Boundarycitations
- 2017External Validation Criteria and Uncertainty Analysis of Maximum Scour Depth at Downstream of Stilling Basins Based on EPR and MT Approachescitations
- 2016New Analytical Solutions to 2-D Water Infiltration and Imbibition into Unsaturated Soils for Various Boundary and Initial Conditionscitations
- 2011Modeling of non-breaking and breaking solitary wave run-up using shock-capturing TVD-WAF schemecitations
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document
Analytical and Numerical Solutions to Level Pool Routing Equations for Simplified Shapes of Inflow Hydrographs
Abstract
Reservoir routing is a technique to predict an outflow hydrograph expected from a dam outlet due to a specific inflow hydrograph. This study develops a series of analytical solutions for determining outflow hydrographs with detailed calculation procedures when a triangular, abrupt wave, flood pulse, broad peak, and double-peak inflow hydrographs occur upstream of a typical reservoir with an orifice outlet. The proposed analytical solutions are used as benchmarks to evaluate 16 schemes of a conventional numerical method so-called Runge–Kutta method, and the main equations for sensitivity analyses. The results indicate that the best scheme among those 16 Runge–Kutta schemes is the Kutta–Merson scheme for all types of inflow hydrographs except the double-peak inflow hydrograph in which the Cash–Karp method outperforms others, and the peak of the inflow hydrograph and the water area supplied by the reservoir are the two most sensitive parameters influencing outflow hydrographs results.
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