Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation

The dam vertical lift gate is one of the most important operational parts that regulate the high head water flow to power plants as well as satisfying the water needs for projects and areas downstream of the dam. Due to the high water levels in the dam reservoir, the gates are subjected to many hydr...

Full description

Saved in:
Bibliographic Details
Main Authors: Sheeraz M. Ameen, Thamir M. Ahmed
Format: Article
Language:English
Published: Erbil Polytechnic University 2020-06-01
Series:Polytechnic
Subjects:
Online Access:https://polytechnic-journal.epu.edu.iq/home/vol10/iss2/8
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1846158978259615744
author Sheeraz M. Ameen
Thamir M. Ahmed
author_facet Sheeraz M. Ameen
Thamir M. Ahmed
author_sort Sheeraz M. Ameen
collection DOAJ
description The dam vertical lift gate is one of the most important operational parts that regulate the high head water flow to power plants as well as satisfying the water needs for projects and areas downstream of the dam. Due to the high water levels in the dam reservoir, the gates are subjected to many hydrostatic and dynamic pressures that affect their performance and stability. Hence, it became necessary to study all parameters that may cause excessive pressures which may lead to reduce the gate performance efficiency or even cause failure. In the current study, the pressure distribution along the bottom surface of various gate lip shapes has been measured and presented as contour maps using Surfer software. The pressure fluctuation was observed to indicate the intensity of flow separation and reattachment which, in turn, causes a vibration that may threaten the stability of the gate or impede its proper functioning. The pressures in this study are expressed as a dimensional coefficient through the integration of pressure measurements at 8 points distributed over the bottom gate surface. The high intensity of pressure attachment indicates the critical condition for hydraulic design.
format Article
id doaj-art-93ca44eab0384c48a82813e34d22bf25
institution Kabale University
issn 2707-7799
language English
publishDate 2020-06-01
publisher Erbil Polytechnic University
record_format Article
series Polytechnic
spelling doaj-art-93ca44eab0384c48a82813e34d22bf252024-11-24T07:47:32ZengErbil Polytechnic UniversityPolytechnic2707-77992020-06-011024452https://doi.org/10.25156/ptj.v10n2y2020.pp44-52Effects of Dam Gate Geometry on Pressure Variation Aided by Map PresentationSheeraz M. Ameen0Thamir M. Ahmed1Department of Petroleum (Operation and Control), Koya Technical Institute, Erbil Polytechnic University, Erbil, Kurdistan Region, Iraq, Department of Civil Engineering, Tishk International University, Erbil, Kurdistan Region, IraqThe dam vertical lift gate is one of the most important operational parts that regulate the high head water flow to power plants as well as satisfying the water needs for projects and areas downstream of the dam. Due to the high water levels in the dam reservoir, the gates are subjected to many hydrostatic and dynamic pressures that affect their performance and stability. Hence, it became necessary to study all parameters that may cause excessive pressures which may lead to reduce the gate performance efficiency or even cause failure. In the current study, the pressure distribution along the bottom surface of various gate lip shapes has been measured and presented as contour maps using Surfer software. The pressure fluctuation was observed to indicate the intensity of flow separation and reattachment which, in turn, causes a vibration that may threaten the stability of the gate or impede its proper functioning. The pressures in this study are expressed as a dimensional coefficient through the integration of pressure measurements at 8 points distributed over the bottom gate surface. The high intensity of pressure attachment indicates the critical condition for hydraulic design.https://polytechnic-journal.epu.edu.iq/home/vol10/iss2/8bottom pressure coefficient;downpull force;flow pattern;lip gate shapes;vertical lift gate
spellingShingle Sheeraz M. Ameen
Thamir M. Ahmed
Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation
Polytechnic
bottom pressure coefficient;
downpull force;
flow pattern;
lip gate shapes;
vertical lift gate
title Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation
title_full Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation
title_fullStr Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation
title_full_unstemmed Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation
title_short Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation
title_sort effects of dam gate geometry on pressure variation aided by map presentation
topic bottom pressure coefficient;
downpull force;
flow pattern;
lip gate shapes;
vertical lift gate
url https://polytechnic-journal.epu.edu.iq/home/vol10/iss2/8
work_keys_str_mv AT sheerazmameen effectsofdamgategeometryonpressurevariationaidedbymappresentation
AT thamirmahmed effectsofdamgategeometryonpressurevariationaidedbymappresentation