Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing

One of the most effective techniques for removing the deposited sediments from reservoirs is pressure flushing which has only much local effects. It is often applied as a clearing process to remove sediment saround the entrance of intakes.In order to make rational design of bottom outlets and other...

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Main Authors: Afsaneh Elahi, Mahmood Kasefipour
Format: Article
Language:fas
Published: Shahid Chamran University of Ahvaz 2016-06-01
Series:علوم و مهندسی آبیاری
Subjects:
Online Access:http://jise.scu.ac.ir/article_12109_8b164af6a09123d16805273bd002b4cd.pdf
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spelling doaj-b40eaf86c7da447dabea7f34a61060182020-11-25T03:04:10ZfasShahid Chamran University of Ahvazعلوم و مهندسی آبیاری2588-59522588-59602016-06-01392273710.22055/jise.2016.1210912109Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure FlushingAfsaneh Elahi0Mahmood Kasefipour1دانشجوی کارشناسی ارشد سازه‌های آبی، دانشگاه شهید چمران اهوازاستاد گروه سازه‌های آبی دانشکده مهندسی علوم آب دانشگاه شهید چمران اهوازOne of the most effective techniques for removing the deposited sediments from reservoirs is pressure flushing which has only much local effects. It is often applied as a clearing process to remove sediment saround the entrance of intakes.In order to make rational design of bottom outlets and other sediment flushing structures, the understanding of the characteristics of a scour funnel in under pressure flushing is significant. The physical model was constructed in the Hydraulic Laboratory at the Water Sciences Engineerin Faculty of Shahid Chamran University of  Ahvaz and by performing various experiments on the effect of bottom outlet shape on the volume and dimensions of flushing cone was experimentally investigated. For this purposes, the experiments on 4 bottom outlets with a circular, semicircular, rectangular and square cross-sectional area equal to 18 cm<sup>2</sup>, five water levels of 30, 45, 55, 65, 78 cm, resulting in five different discharges on the bottom outlet, was performed. The results of this survey revealed that the shape of the lower opening is an important parameter in hydraulic flushing, changing of which results in change of scouring diameter. Results also showed that for a specific water level in the reservoir and for a specific time the scouring dimension for square valves and semicircle valves are more than one of rectangular valves. The scouring dimensions of rectangular valves are more than one of circular valves. The difference is more perceptible in lower water heights (i. e. lower discharge). The length of scouring and the volume of flushing cone increases with incrsing head and is the least for circular valves.http://jise.scu.ac.ir/article_12109_8b164af6a09123d16805273bd002b4cd.pdfpressure flushingbottom outletstorage reservoirswater levelflushing conescour
collection DOAJ
language fas
format Article
sources DOAJ
author Afsaneh Elahi
Mahmood Kasefipour
spellingShingle Afsaneh Elahi
Mahmood Kasefipour
Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing
علوم و مهندسی آبیاری
pressure flushing
bottom outlet
storage reservoirs
water level
flushing cone
scour
author_facet Afsaneh Elahi
Mahmood Kasefipour
author_sort Afsaneh Elahi
title Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing
title_short Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing
title_full Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing
title_fullStr Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing
title_full_unstemmed Laboratory Analysis of the Flushing Cone Dimensions at the Upstream Bottom Outlets of Dam Reservoir for Different Entrance Shape of Bottom Outlets Using Pressure Flushing
title_sort laboratory analysis of the flushing cone dimensions at the upstream bottom outlets of dam reservoir for different entrance shape of bottom outlets using pressure flushing
publisher Shahid Chamran University of Ahvaz
series علوم و مهندسی آبیاری
issn 2588-5952
2588-5960
publishDate 2016-06-01
description One of the most effective techniques for removing the deposited sediments from reservoirs is pressure flushing which has only much local effects. It is often applied as a clearing process to remove sediment saround the entrance of intakes.In order to make rational design of bottom outlets and other sediment flushing structures, the understanding of the characteristics of a scour funnel in under pressure flushing is significant. The physical model was constructed in the Hydraulic Laboratory at the Water Sciences Engineerin Faculty of Shahid Chamran University of  Ahvaz and by performing various experiments on the effect of bottom outlet shape on the volume and dimensions of flushing cone was experimentally investigated. For this purposes, the experiments on 4 bottom outlets with a circular, semicircular, rectangular and square cross-sectional area equal to 18 cm<sup>2</sup>, five water levels of 30, 45, 55, 65, 78 cm, resulting in five different discharges on the bottom outlet, was performed. The results of this survey revealed that the shape of the lower opening is an important parameter in hydraulic flushing, changing of which results in change of scouring diameter. Results also showed that for a specific water level in the reservoir and for a specific time the scouring dimension for square valves and semicircle valves are more than one of rectangular valves. The scouring dimensions of rectangular valves are more than one of circular valves. The difference is more perceptible in lower water heights (i. e. lower discharge). The length of scouring and the volume of flushing cone increases with incrsing head and is the least for circular valves.
topic pressure flushing
bottom outlet
storage reservoirs
water level
flushing cone
scour
url http://jise.scu.ac.ir/article_12109_8b164af6a09123d16805273bd002b4cd.pdf
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