Skip to content
naulon
Not checkedNot checked for notices yet.

Hydraulically Failure Mechanism of non-Cohesive Homogenous Protective Embankments by Overtopping

ebrahim sadeghi hardangi, javad ahadiyan

علوم و مهندسی آبیاری · 2018

doi:10.22055/jise.2018.13575 (opens in a new tab)

We email you when a new notice or a question about this paper appears.

Abstract

<strong>Introduction</strong> <br /> flood control is one of the important requirements in development projects of major water resources. In this regard, the main purpose is to reduce or eliminate the economic, social and environmental damages that are caused by floods. On the other hand, many irrigation and drainage networks are in the vicinity of the rivers and, therefore, the occurrence of floods can cause irreparable damage to the land and network structure. Embankment failure due to water overtopping during floods is a common phenomenon which brings great financial losses, human casualties and environmental damages. Therefore, this research was aimed at investigating the mechanism as well as the effective variables on embankment failures.

Abstract licence: CC BY

Reads

Read by people on this page

None yet.

Checked or read by AI through naulon

None yet.

A person counts once a day per paper. We keep no cookie and no address: a reader is a hash that changes every day. Any month under five reads shows no number.

Are you an author?

Is this your paper?

Claim it to add your note and be paid when agents cite it. Free.