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OpenAlex konusu

Soil erosion and sediment transport

Bu sayfa OpenAlex konu etiketine göre çalışmaları ve o konuda görünen akademisyenleri listeler. YÖKSİS temel alan / yan dal değildir.

OpenAlex 2.325 eser 128 yazar konusu

Çalışmalar

2.325 eser

  1. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %1 OpenAlex 100.0%

    To gain a better understanding of the global application of soil erosion prediction models, we comprehensively reviewed relevant peer-reviewed research literature on soil-erosion modelling published between 1994 and 2017. We aimed to identify (i) the processes and models most frequently addressed in the literature, (i…

  2. OpenAlex üst %1 OpenAlex 99.9%

    Abstract The exposure of the Earth’s surface to the energetic input of rainfall is one of the key factors controlling water erosion. While water erosion is identified as the most serious cause of soil degradation globally, global patterns of rainfall erosivity remain poorly quantified and estimates have large uncertai…

  3. OpenAlex üst %10 OpenAlex 94.7%

    Özet henüz yok.

  4. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 97.6%

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  5. OpenAlex üst %1 OpenAlex 99.8%

    Özet henüz yok.

  6. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 97.7%

    Fundamental to our understanding of erosional and transport phenomena in earth-surface dynamics and engineering is knowledge of the conditions under which sediment motion will begin when subjected to turbulent flow. The onset criterion currently in use emphasizes the time-averaged boundary shear stress and therefore i…

  7. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 95.3%

    Özet henüz yok.

  8. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 95.1%

    Özet henüz yok.

  9. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 95.1%

    Özet henüz yok.

  10. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 95.1%

    Özet henüz yok.

  11. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %1 OpenAlex 99.5%

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  12. OpenAlex üst %10 OpenAlex 92.8%

    Estimation of maximum possible scour depth around bridge piers is an important step in the design of bridge pier foundations. Under known hydrological characteristics such as peak discharge and time‐to‐peak value of design flood hydrograph, smaller scour depths can be obtained compared to the equilbrium scour depths c…

Akademisyenler

128 akademisyen