Variability in Soil Erodibility Parameters of Tigris Riverbanks Using Linear and Non-Linear Models

Most researches have predicted soil erosion of cohesive riverbanks using linear (excess shear stress model) and non-linear (Wilson model) models based on two soil parameters (detachment coefficient, kd, and critical shear stress, τc) of the linear model and two soil mechanistic parameters (mechanis...

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Bibliographic Details
Main Author: Abdul-Sahib T. Al-Madhhachi
Format: Article
Language:English
Published: Al-Nahrain Journal for Engineering Sciences 2017-08-01
Series:مجلة النهرين للعلوم الهندسية
Subjects:
Online Access:https://nahje.com/index.php/main/article/view/321