Flood inundation numerical modelling due to dam break of Way Sekampung Dam

Z. Nadida*, U. Lasminto

*Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

1 Citation (Scopus)

Abstract

Dam construction holds a major disaster risk in when the dam is failure. The occurrence of dam breach can make water reservoir in the dam flow to the downstream at high speed, so it can cause infrastructure damage and the worst is, victim. This study analyses the extent of flooding in the resulting dam break with piping failure mode. The simulation was conducted using HEC-RAS 5.07, with input data consist of Digital Elevation Model (DEM), precipitation data, and dam's technical specifications. The research object is Way Sekampung Dam. The result of simulation show that after dam breach water flowing to the downstream with depth is 48,6 m and flood innundation area in Pringsewu District is 43.17 km2.

Original languageEnglish
Article number012029
JournalIOP Conference Series: Materials Science and Engineering
Volume930
Issue number1
DOIs
Publication statusPublished - 3 Nov 2020
Event4th International Conference on Civil Engineering Research, ICCER 2020 - Surabaya, Indonesia
Duration: 22 Jul 202023 Jul 2020

Fingerprint

Dive into the research topics of 'Flood inundation numerical modelling due to dam break of Way Sekampung Dam'. Together they form a unique fingerprint.

Cite this