| 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
Assessment of Seismic Resilience in Urban Water Distribution Network Considering Hydraulic Indices
Abstract
Seismic resilience of Sadra City water distribution network (WDN) is assessed. Complex networks theory is applied to model the WDN. Two hydraulic resilience indices including the population impacted (PI) and the water services availability (WSA) are employed. Nine scenarios considering the different earthquake intensities and epicenters are considered. The robust repair strategy is proposed considering two different perspectives, the maximum PI and WDN recovery time. Based on hydraulic resilience indices, north of Sadra City is the most vulnerable area and the network resilience is the highest in the south. Finally, employing fragility curve analysis, pipes with high probability of damage are detected to be enhanced to increase WDN resilience upon future disasters. The perspective of the WDN capacity to return to normal condition after the shock to the system is studied based on the concept of recovery time. The recovery time of the system in each scenario depicted significant correlation with the hydraulic indices.
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