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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Format: | Article |
Language: | English |
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Al-Nahrain Journal for Engineering Sciences
2017-08-01
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Series: | مجلة النهرين للعلوم الهندسية |
Subjects: | |
Online Access: | https://nahje.com/index.php/main/article/view/321 |