A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling

Shock waves are generated downstream of spillways during flood operations, which have adverse effects on spillway operations. This paper presents the physical model study of shock waves at the Mohmand Dam Spillway project, Pakistan. In this study, hydraulic analysis of shock waves was carried out to...

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Main Authors: Muhammad Kaleem Sarwar, Muhammad Atiq Ur Rehman Tariq, Rashid Farooq, Hafiz Kamran Jaleel Abbasi, Faraz Ul Haq, Ijaz Ahmad, Muhammad Izhar Shah, Anne. W. M. Ng, Nitin Muttil
Format: Article
Language:English
Published: MDPI AG 2021-12-01
Series:Hydrology
Subjects:
Online Access:https://www.mdpi.com/2306-5338/8/4/186
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author Muhammad Kaleem Sarwar
Muhammad Atiq Ur Rehman Tariq
Rashid Farooq
Hafiz Kamran Jaleel Abbasi
Faraz Ul Haq
Ijaz Ahmad
Muhammad Izhar Shah
Anne. W. M. Ng
Nitin Muttil
author_facet Muhammad Kaleem Sarwar
Muhammad Atiq Ur Rehman Tariq
Rashid Farooq
Hafiz Kamran Jaleel Abbasi
Faraz Ul Haq
Ijaz Ahmad
Muhammad Izhar Shah
Anne. W. M. Ng
Nitin Muttil
author_sort Muhammad Kaleem Sarwar
collection DOAJ
description Shock waves are generated downstream of spillways during flood operations, which have adverse effects on spillway operations. This paper presents the physical model study of shock waves at the Mohmand Dam Spillway project, Pakistan. In this study, hydraulic analysis of shock waves was carried out to investigate its generation mechanism. Different experiments were performed to analyze the rooster tail on a flat spillway chute and to examine the factors affecting the characteristics of the rooster tail. The study results show that shock wave height is influenced by spillway chute slope, pier shape, and flow depth. Moreover, the height of the shock wave can be minimized by installing a semi-elliptical pier on the tail part of the main pier. Further modifications in the geometry of the extended tail part of the pier are recommended for the elimination of the shock wave. Based on observed data collected from the model study, an empirical equation was developed to estimate the shock wave height generated on the flat slope spillway chutes (5° to 10°).
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spelling doaj.art-1d9fb99d5ccd4f0f81089818b4458e132023-11-23T08:39:49ZengMDPI AGHydrology2306-53382021-12-018418610.3390/hydrology8040186A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical ModelingMuhammad Kaleem Sarwar0Muhammad Atiq Ur Rehman Tariq1Rashid Farooq2Hafiz Kamran Jaleel Abbasi3Faraz Ul Haq4Ijaz Ahmad5Muhammad Izhar Shah6Anne. W. M. Ng7Nitin Muttil8Centre of Excellence in Water Resources Engineering, University of Engineering and Technology, Lahore 54890, PakistanCollege of Engineering and Science, Victoria University, Melbourne 8001, AustraliaDepartment of Civil Engineering, International Islamic University, Islamabad 44000, PakistanCentre of Excellence in Water Resources Engineering, University of Engineering and Technology, Lahore 54890, PakistanCentre of Excellence in Water Resources Engineering, University of Engineering and Technology, Lahore 54890, PakistanCentre of Excellence in Water Resources Engineering, University of Engineering and Technology, Lahore 54890, PakistanDepartment of Civil Engineering, Abbottabad Campus, COMSATS University Islamabad, Abbottabad 22060, PakistanCollege of Engineering, IT & Environment, Charles Darwin University, Darwin 0810, AustraliaCollege of Engineering and Science, Victoria University, Melbourne 8001, AustraliaShock waves are generated downstream of spillways during flood operations, which have adverse effects on spillway operations. This paper presents the physical model study of shock waves at the Mohmand Dam Spillway project, Pakistan. In this study, hydraulic analysis of shock waves was carried out to investigate its generation mechanism. Different experiments were performed to analyze the rooster tail on a flat spillway chute and to examine the factors affecting the characteristics of the rooster tail. The study results show that shock wave height is influenced by spillway chute slope, pier shape, and flow depth. Moreover, the height of the shock wave can be minimized by installing a semi-elliptical pier on the tail part of the main pier. Further modifications in the geometry of the extended tail part of the pier are recommended for the elimination of the shock wave. Based on observed data collected from the model study, an empirical equation was developed to estimate the shock wave height generated on the flat slope spillway chutes (5° to 10°).https://www.mdpi.com/2306-5338/8/4/186shock wavespillwayspillway pierflat chutephysical modeling
spellingShingle Muhammad Kaleem Sarwar
Muhammad Atiq Ur Rehman Tariq
Rashid Farooq
Hafiz Kamran Jaleel Abbasi
Faraz Ul Haq
Ijaz Ahmad
Muhammad Izhar Shah
Anne. W. M. Ng
Nitin Muttil
A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling
Hydrology
shock wave
spillway
spillway pier
flat chute
physical modeling
title A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling
title_full A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling
title_fullStr A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling
title_full_unstemmed A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling
title_short A Hydraulic Analysis of Shock Wave Generation Mechanism on Flat Spillway Chutes through Physical Modeling
title_sort hydraulic analysis of shock wave generation mechanism on flat spillway chutes through physical modeling
topic shock wave
spillway
spillway pier
flat chute
physical modeling
url https://www.mdpi.com/2306-5338/8/4/186
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