Publication result detail

Sensitivity analysis of DL Breach model for simulation embenkment dam beraching due to internal erosion

KOTAŠKA, S.; ŘÍHA, J.

Original Title

Sensitivity analysis of DL Breach model for simulation embenkment dam beraching due to internal erosion

English Title

Sensitivity analysis of DL Breach model for simulation embenkment dam beraching due to internal erosion

Type

Abstract

Original Abstract

One of the most frequent failure mode of embankment dams is internal erosion. For the simulation of the breaching process DL Breach model was used (also implemented into HEC-RAS code). DL Breach is one-dimensional numerical 1D model containing both hydraulic and transport modules.

English abstract

One of the most frequent failure mode of embankment dams is internal erosion. For the simulation of the breaching process DL Breach model was used (also implemented into HEC-RAS code). DL Breach is one-dimensional numerical 1D model containing both hydraulic and transport modules.

Keywords

internal erosion, DL Breach model, dam

Key words in English

internal erosion, DL Breach model, dam

Authors

KOTAŠKA, S.; ŘÍHA, J.

Released

14.09.2022

Publisher

Gdaňsk university of technology publishing house

Location

Gdaňsk

ISBN

978-83-7348-874-8

Book

17th international symposium Water management and Hydraulic Engineering (WMHE 2022)

Pages from

57

Pages to

58

Pages count

2

URL

http://wmhe2022.wilis.pg.edu.pl/WMHE%202022_conference_Gdansk%20Tech.pdf

BibTex

@misc{BUT179471,
  author="Stanislav {Kotaška} and Jaromír {Říha}",
  title="Sensitivity analysis of DL Breach model for simulation embenkment dam beraching due to internal erosion",
  booktitle="17th international symposium Water management and Hydraulic Engineering (WMHE 2022)",
  year="2022",
  pages="57--58",
  publisher="Gdaňsk university of technology publishing house",
  address="Gdaňsk",
  isbn="978-83-7348-874-8",
  url="http://wmhe2022.wilis.pg.edu.pl/WMHE%202022_conference_Gdansk%20Tech.pdf",
  note="Abstract"
}