Analysis of Different Flow Regime on Spillway Stepped Chute

N. M. Zahari, Ahmad Hizami, M. H. Zawawi, Aizat Abas, M. M.R. Rashid, Aqil Azman

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Roller Compacted Concrete (RCC) is becoming an increasingly popular method of building and protecting dam embankments. Numerous RCC spillways have been built worldwide and Murum Dam is one of the RCC spillways that have been built in Sarawak, Malaysia. This paper will discuss on analysis of different flow regime that occur at stepped spillways in Murum Dam using numerical simulation. This study consists of creating the three-dimensional model of the spillway and run a simulation by inserting different velocity for different type of flow. Flow regime in stepped are divided into three type which is nappe, transitional and skimming flow. The simulation shows that nappe, transitional and skimming flow occur in both laminar and turbulent flow even different input in velocity. The results show turbulence model have the highest velocity of 361.38 m/s and highest pressure 6.5 × 107 Pa.

Original languageEnglish
Title of host publicationWater Resources Development and Management
PublisherSpringer
Pages577-584
Number of pages8
DOIs
Publication statusPublished - 01 Jan 2020

Publication series

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

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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

Zahari, N. M., Hizami, A., Zawawi, M. H., Abas, A., Rashid, M. M. R., & Azman, A. (2020). Analysis of Different Flow Regime on Spillway Stepped Chute. In Water Resources Development and Management (pp. 577-584). (Water Resources Development and Management). Springer. https://doi.org/10.1007/978-981-15-1971-0_56