| 注册
首页|期刊导航|国际水土保持研究(英文)|Effects of initial soil moisture on rill erodibility and critical shear stress factors in the WEPP model across diverse soil types

Effects of initial soil moisture on rill erodibility and critical shear stress factors in the WEPP model across diverse soil types

Fikret Ari Selen Deviren Saygin Cagla Temiz Sefika Arslan Mehmet Altay Unal Gunay Erpul Dennis C.Flanagan

国际水土保持研究(英文)2025,Vol.13Issue(1):1-14,14.
国际水土保持研究(英文)2025,Vol.13Issue(1):1-14,14.DOI:10.1016/j.iswcr.2024.10.001

Effects of initial soil moisture on rill erodibility and critical shear stress factors in the WEPP model across diverse soil types

Effects of initial soil moisture on rill erodibility and critical shear stress factors in the WEPP model across diverse soil types

Fikret Ari 1Selen Deviren Saygin 2Cagla Temiz 2Sefika Arslan 2Mehmet Altay Unal 3Gunay Erpul 2Dennis C.Flanagan4

作者信息

  • 1. Department of Electrical and Electronics Engineering,Faculty of Engineering,Ankara University,06830,Golbasi,Ankara,Turkey
  • 2. Department of Soil Science and Plant Nutrition,Faculty of Agriculture,Ankara University,06110,Diskapi,Ankara,Turkey
  • 3. Stem Cell Institute,Ankara University,06520,Cankaya,Ankara,Turkey
  • 4. USDA-Agricultural Research Service,National Soil Erosion Research Laboratory,275 S.Russell St,West Lafayette,IN,47907-2077,USA
  • 折叠

摘要

关键词

Soil erosion by water/Rill erosion/Erodibility parameters/Soil hydrology/Soil cohesion

Key words

Soil erosion by water/Rill erosion/Erodibility parameters/Soil hydrology/Soil cohesion

引用本文复制引用

Fikret Ari,Selen Deviren Saygin,Cagla Temiz,Sefika Arslan,Mehmet Altay Unal,Gunay Erpul,Dennis C.Flanagan..Effects of initial soil moisture on rill erodibility and critical shear stress factors in the WEPP model across diverse soil types[J].国际水土保持研究(英文),2025,13(1):1-14,14.

基金项目

This study was supported by the Scientific and Technological Research Council of Türkiye(TUBITAK)under Grant Number TUBITAK-3001-118O111.The authors thank TUBITAK for their support. (TUBITAK)

国际水土保持研究(英文)

2095-6339

访问量0
|
下载量0
段落导航相关论文