2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam

Mohd Rashid Mohd Shah, Lariyah Mohd Sidek, Mohd Ruzaimei Yalit, Mohammad Marufuzzaman, Hidayah Basri, Mustapha Kamal Yaacob

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Dams are large barriers built across rivers and streams in order to restrain and utilize the flow of water for numerous purposes like irrigation, generation of hydroelectricity and controlling the flood. Detention of water by large barriers creates lakes and reservoirs. However, a huge amount of water stored behind the dam can possess adverse effects on the downstream during the event of a dam break. It is very much essential for executing dam break studies to provide possible flood inundation information and impact assessment to the dam. This study was conducted to carry out hydraulic and dam break analysis of Kenyir Dam. Dam break modeling was performed under Probable Maximum Flood (PMF) scenario. MIKE 11 1-D model was used to derive breach outflow hydrograph, whereas MIKE 21 2-D model is being used for flood plain modeling and generation of inundations maps downstream of the dam. The routing of flow to the downstream area using MIKE FLOOD model was to obtain the flooded area, flood travel time and maximum flood depth. It was found from the PMF scenario, dam breach outflow hydrograph yielded the peak value of 468,352 m3/s showed potential to flood the downstream area of the dam. This will result in identifying the affected location or villages located at the downstream of Kenyir Dam. Indirectly, it will become a reference for agencies such as Jabatan Pertahanan Awam (JPAM) and Jabatan Bomba dan Penyelamat Malaysia to take safety precautions during the happening of unwilling disaster.

Original languageEnglish
Title of host publicationWater Resources Development and Management
PublisherSpringer
Pages214-225
Number of pages12
DOIs
Publication statusPublished - 01 Jan 2020

Publication series

NameWater Resources Development and Management
ISSN (Print)1614-810X
ISSN (Electronic)2198-316X

Fingerprint

Dams
dam
Hydraulics
hydraulics
modeling
hydrograph
outflow
analysis
Hydroelectric power
Flow of water
Travel time
routing
Irrigation
water
Disasters
travel time
Lakes
Water
disaster
village

All Science Journal Classification (ASJC) codes

  • Management, Monitoring, Policy and Law
  • Water Science and Technology
  • Environmental Engineering
  • Renewable Energy, Sustainability and the Environment

Cite this

Rashid Mohd Shah, M., Mohd Sidek, L., Ruzaimei Yalit, M., Marufuzzaman, M., Basri, H., & Kamal Yaacob, M. (2020). 2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam. In Water Resources Development and Management (pp. 214-225). (Water Resources Development and Management). Springer. https://doi.org/10.1007/978-981-15-1971-0_22
Rashid Mohd Shah, Mohd ; Mohd Sidek, Lariyah ; Ruzaimei Yalit, Mohd ; Marufuzzaman, Mohammad ; Basri, Hidayah ; Kamal Yaacob, Mustapha. / 2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam. Water Resources Development and Management. Springer, 2020. pp. 214-225 (Water Resources Development and Management).
@inbook{4c6ae09ea4d5471d8ed4d9205efbc1ae,
title = "2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam",
abstract = "Dams are large barriers built across rivers and streams in order to restrain and utilize the flow of water for numerous purposes like irrigation, generation of hydroelectricity and controlling the flood. Detention of water by large barriers creates lakes and reservoirs. However, a huge amount of water stored behind the dam can possess adverse effects on the downstream during the event of a dam break. It is very much essential for executing dam break studies to provide possible flood inundation information and impact assessment to the dam. This study was conducted to carry out hydraulic and dam break analysis of Kenyir Dam. Dam break modeling was performed under Probable Maximum Flood (PMF) scenario. MIKE 11 1-D model was used to derive breach outflow hydrograph, whereas MIKE 21 2-D model is being used for flood plain modeling and generation of inundations maps downstream of the dam. The routing of flow to the downstream area using MIKE FLOOD model was to obtain the flooded area, flood travel time and maximum flood depth. It was found from the PMF scenario, dam breach outflow hydrograph yielded the peak value of 468,352 m3/s showed potential to flood the downstream area of the dam. This will result in identifying the affected location or villages located at the downstream of Kenyir Dam. Indirectly, it will become a reference for agencies such as Jabatan Pertahanan Awam (JPAM) and Jabatan Bomba dan Penyelamat Malaysia to take safety precautions during the happening of unwilling disaster.",
author = "{Rashid Mohd Shah}, Mohd and {Mohd Sidek}, Lariyah and {Ruzaimei Yalit}, Mohd and Mohammad Marufuzzaman and Hidayah Basri and {Kamal Yaacob}, Mustapha",
year = "2020",
month = "1",
day = "1",
doi = "10.1007/978-981-15-1971-0_22",
language = "English",
series = "Water Resources Development and Management",
publisher = "Springer",
pages = "214--225",
booktitle = "Water Resources Development and Management",

}

Rashid Mohd Shah, M, Mohd Sidek, L, Ruzaimei Yalit, M, Marufuzzaman, M, Basri, H & Kamal Yaacob, M 2020, 2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam. in Water Resources Development and Management. Water Resources Development and Management, Springer, pp. 214-225. https://doi.org/10.1007/978-981-15-1971-0_22

2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam. / Rashid Mohd Shah, Mohd; Mohd Sidek, Lariyah; Ruzaimei Yalit, Mohd; Marufuzzaman, Mohammad; Basri, Hidayah; Kamal Yaacob, Mustapha.

Water Resources Development and Management. Springer, 2020. p. 214-225 (Water Resources Development and Management).

Research output: Chapter in Book/Report/Conference proceedingChapter

TY - CHAP

T1 - 2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam

AU - Rashid Mohd Shah, Mohd

AU - Mohd Sidek, Lariyah

AU - Ruzaimei Yalit, Mohd

AU - Marufuzzaman, Mohammad

AU - Basri, Hidayah

AU - Kamal Yaacob, Mustapha

PY - 2020/1/1

Y1 - 2020/1/1

N2 - Dams are large barriers built across rivers and streams in order to restrain and utilize the flow of water for numerous purposes like irrigation, generation of hydroelectricity and controlling the flood. Detention of water by large barriers creates lakes and reservoirs. However, a huge amount of water stored behind the dam can possess adverse effects on the downstream during the event of a dam break. It is very much essential for executing dam break studies to provide possible flood inundation information and impact assessment to the dam. This study was conducted to carry out hydraulic and dam break analysis of Kenyir Dam. Dam break modeling was performed under Probable Maximum Flood (PMF) scenario. MIKE 11 1-D model was used to derive breach outflow hydrograph, whereas MIKE 21 2-D model is being used for flood plain modeling and generation of inundations maps downstream of the dam. The routing of flow to the downstream area using MIKE FLOOD model was to obtain the flooded area, flood travel time and maximum flood depth. It was found from the PMF scenario, dam breach outflow hydrograph yielded the peak value of 468,352 m3/s showed potential to flood the downstream area of the dam. This will result in identifying the affected location or villages located at the downstream of Kenyir Dam. Indirectly, it will become a reference for agencies such as Jabatan Pertahanan Awam (JPAM) and Jabatan Bomba dan Penyelamat Malaysia to take safety precautions during the happening of unwilling disaster.

AB - Dams are large barriers built across rivers and streams in order to restrain and utilize the flow of water for numerous purposes like irrigation, generation of hydroelectricity and controlling the flood. Detention of water by large barriers creates lakes and reservoirs. However, a huge amount of water stored behind the dam can possess adverse effects on the downstream during the event of a dam break. It is very much essential for executing dam break studies to provide possible flood inundation information and impact assessment to the dam. This study was conducted to carry out hydraulic and dam break analysis of Kenyir Dam. Dam break modeling was performed under Probable Maximum Flood (PMF) scenario. MIKE 11 1-D model was used to derive breach outflow hydrograph, whereas MIKE 21 2-D model is being used for flood plain modeling and generation of inundations maps downstream of the dam. The routing of flow to the downstream area using MIKE FLOOD model was to obtain the flooded area, flood travel time and maximum flood depth. It was found from the PMF scenario, dam breach outflow hydrograph yielded the peak value of 468,352 m3/s showed potential to flood the downstream area of the dam. This will result in identifying the affected location or villages located at the downstream of Kenyir Dam. Indirectly, it will become a reference for agencies such as Jabatan Pertahanan Awam (JPAM) and Jabatan Bomba dan Penyelamat Malaysia to take safety precautions during the happening of unwilling disaster.

UR - http://www.scopus.com/inward/record.url?scp=85076726262&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85076726262&partnerID=8YFLogxK

U2 - 10.1007/978-981-15-1971-0_22

DO - 10.1007/978-981-15-1971-0_22

M3 - Chapter

AN - SCOPUS:85076726262

T3 - Water Resources Development and Management

SP - 214

EP - 225

BT - Water Resources Development and Management

PB - Springer

ER -

Rashid Mohd Shah M, Mohd Sidek L, Ruzaimei Yalit M, Marufuzzaman M, Basri H, Kamal Yaacob M. 2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam. In Water Resources Development and Management. Springer. 2020. p. 214-225. (Water Resources Development and Management). https://doi.org/10.1007/978-981-15-1971-0_22