Εμφανίζονται 1 - 20 Αποτελέσματα από 10.201 για την αναζήτηση '1D HEC-RAS model*', χρόνος αναζήτησης: 3,70δλ Περιορισμός αποτελεσμάτων
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    Academic Journal

    Πηγή: Proceedings of International Exchange and Innovation Conference on Engineering & Sciences (IEICES). 11:1889-1896

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    Academic Journal

    Πηγή: Water and Energy International 68r(3):21-25. 2025

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    Academic Journal

    Συγγραφείς: null Komal, Krishna Kumar Singh

    Πηγή: World Environmental and Water Resources Congress 2024. :520-530

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    Academic Journal

    Συγγραφείς: Rathod, Praveen, Manekar, V. L.

    Πηγή: Current Science, 2020 Apr . 118(8), 1227-1234.

    Σύνδεσμος πρόσβασης: https://www.jstor.org/stable/27138751

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    Book

    Συγγραφείς: Komal Vashist, K. K. Singh

    Πηγή: Lecture Notes in Civil Engineering ISBN: 9789819791675

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    Conference

    Πηγή: 2020 Congreso Internacional de Innovación y Tendencias en Ingeniería (CONIITI) Innovación y Tendencias en Ingeniería (CONIITI), 2020 Congreso Internacional de. :1-6 Sep, 2020

    Relation: 2020 Congreso Internacional de Innovación y Tendencias en Ingeniería (CONIITI)

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    Conference

    Συγγραφείς: Mahdi, Tabarak. W., Hilo, Ali. N.

    Πηγή: 2021 International Conference on Advance of Sustainable Engineering and its Application (ICASEA) Advance of Sustainable Engineering and its Application (ICASEA), 2021 International Conference on. :131-136 Oct, 2021

    Relation: 2021 International Conference on Advance of Sustainable Engineering and its Application (ICASEA)

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    Book

    Additional Titles: This study conducted a hydrokinetic (velocity-based) resource assessment of the Davao River in Mindanao, Philippines. Using a twenty-year flow duration curve, nine steady-state flow boundary discharge rates were established within a calibrated 1D HEC-RAS model, discretized at 150-meter intervals. Depth-averaged velocities and channel depths were extracted to identify cross-sections that met the criteria of 1-2 m/s velocity and depths exceeding 1 meter for theoretical power density (PD) calculations. PD was estimated with the formula 0.5ρV^3C_p (where C_p = 1.0 for theoretical PD) and resulted in a reach-scale cumulative PD of 179.52 kW/m² at 10% exceedance probability, and 11.86 kW/m² at 90% exceedance probability. Potential sites are identified in the river segments situated along Barangays Callawa and Mandug. The identified sites are indicative of low-head turbine deployment but may necessitate higher-order modeling for a more robust hydrodynamic analysis. Nevertheless, the study's findings provide a foundational input for prototype design and techno-economic evaluations.

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    Academic Journal