✦ LIBER ✦

A unified erosion formulation for fine sediments

✍ Scribed by Lawrence P Sanford; Jerome P.-Y Maa

Publisher: Elsevier Science
Year: 2001
Tongue: English
Weight: 236 KB
Volume: 179
Category: Article
ISSN: 0025-3227
DOI: 10.1016/s0025-3227(01)00201-8

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

A unified relation for cavitation erosio

A unified relation for cavitation erosion

✍ P.Veerabhadra Rao; Donald H. Buckley; M. Matsumura 📂 Article 📅 1984 🏛 Elsevier Science 🌐 English ⚖ 602 KB

A simulation model for unified interrill

A simulation model for unified interrill erosion and rill erosion on hillslopes

✍ Q. Q. Liu; H. Xiang; V. P. Singh 📂 Article 📅 2006 🏛 John Wiley and Sons 🌐 English ⚖ 190 KB

## Abstract A mathematical model was developed for simulating runoff generation and soil erosion on hillslopes. The model is comprised of three modules: one for overland flow, one for soil infiltration, and one for soil erosion including rill erosion and interrill erosion. Rainfall and slope charac

A mixture theory formulation for particu

A mixture theory formulation for particulate sedimentation

✍ A. Bedford; C. D. Hill 📂 Article 📅 1976 🏛 American Institute of Chemical Engineers 🌐 English ⚖ 280 KB

A non-equilibrium sediment transport mod

A non-equilibrium sediment transport model for rill erosion

✍ Q. Q. Liu; L. Chen; J. C. Li; V. P. Singh 📂 Article 📅 2007 🏛 John Wiley and Sons 🌐 English ⚖ 260 KB

## Abstract Sediment transport in rill flows exhibits the characteristics of non‐equilibrium transport, and the sediment transport rate of rill flow gradually recovers along the flow direction by erosion. By employing the concept of partial equilibrium sediment transport from open channel hydraulic

Formulation of a unified constitutive mo

Formulation of a unified constitutive model for clays and sands

✍ Pestana, Juan M.; Whittle, Andrew J. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 319 KB 👁 2 views

This paper presents a new generalized e!ective stress model, referred to as MIT-S1, which is capable of predicting the rate independent, e!ective stress}strain}strength behaviour of uncemented soils over a wide range of con"ning pressures and densities. Freshly deposited sand specimens compressed fr

A unified-grid finite volume formulation

A unified-grid finite volume formulation for computational fluid dynamics

✍ Sukumar Chakravarthy 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 334 KB 👁 3 views

A new extremely flexible finite volume framework is presented. It is based on updating cell average values of the dependent variables. It is embedded in a unified-grid framework that unifies the treatment of structured and unstructured grids, single and multi-block grids, patched-aligned, patched-no