The influence of inlet to outlet width ratio on The hydraulic performance of piano key weir (PKW-type A). Issue 6 (25th May 2022)
- Record Type:
- Journal Article
- Title:
- The influence of inlet to outlet width ratio on The hydraulic performance of piano key weir (PKW-type A). Issue 6 (25th May 2022)
- Main Title:
- The influence of inlet to outlet width ratio on The hydraulic performance of piano key weir (PKW-type A)
- Authors:
- Mero, Shimal Khalid
Haleem, Dilshad Abdul Jabbar
Yousif, Ali Abduljabbar - Abstract:
- Abstract: A piano key weir (PKW) is a modified version of non-linear weirs and it can be obtained via amending the centerline length of the weir by a small footprint. It is developed to increase the hydraulic performance of the linear weirs via increasing the pass discharge and the energy dissipation. A laboratory investigation is conducted on five physical PKW (Type A) models to investigate the effect of inlet to outlet width ratio (Wi/Wo) on the hydraulic performance of PKWs. The results showed that the (Wi/Wo) ratio has a predominant influence on the hydraulic performance of PKW. It was found out that the best hydraulic performance was obtained with Wi/Wo ratio equal to 1.25 among other investigated Wi/Wo ratios because the discharge coefficient was the highest for the given discharge and head. Further, the results revealed that the variation of Wi/Wo ratio from 1.25 had a negative impact on both discharge coefficient and efficiency. It was found out that the percentages of reduction in discharge coefficient when Wi/Wo=0.8, 1, 1.5% and 2 were 11%, 6%, 2% and 8%, respectively in comparison with the Wi/Wo=1.25. Similarly, for these Wi/Wo ratios, the percentages of reduction in discharge decrease by 11%, 6.5%, 2.35% and 9%, respectively, relatively to Wi/Wo=1.25. The linear regression equations' coefficients for the PKW models varied from 0.983 to 0.994, which means the performance of the models are good for the given Wi/Wo ratios. HIGHLIGHTS: The study was conducted in aAbstract: A piano key weir (PKW) is a modified version of non-linear weirs and it can be obtained via amending the centerline length of the weir by a small footprint. It is developed to increase the hydraulic performance of the linear weirs via increasing the pass discharge and the energy dissipation. A laboratory investigation is conducted on five physical PKW (Type A) models to investigate the effect of inlet to outlet width ratio (Wi/Wo) on the hydraulic performance of PKWs. The results showed that the (Wi/Wo) ratio has a predominant influence on the hydraulic performance of PKW. It was found out that the best hydraulic performance was obtained with Wi/Wo ratio equal to 1.25 among other investigated Wi/Wo ratios because the discharge coefficient was the highest for the given discharge and head. Further, the results revealed that the variation of Wi/Wo ratio from 1.25 had a negative impact on both discharge coefficient and efficiency. It was found out that the percentages of reduction in discharge coefficient when Wi/Wo=0.8, 1, 1.5% and 2 were 11%, 6%, 2% and 8%, respectively in comparison with the Wi/Wo=1.25. Similarly, for these Wi/Wo ratios, the percentages of reduction in discharge decrease by 11%, 6.5%, 2.35% and 9%, respectively, relatively to Wi/Wo=1.25. The linear regression equations' coefficients for the PKW models varied from 0.983 to 0.994, which means the performance of the models are good for the given Wi/Wo ratios. HIGHLIGHTS: The study was conducted in a laboratory that has a big open channel, which means the physical model scale is preferable by hydraulic community. Merging the piano key weir within the existing spillway structure in the dams becomes a necessary action to be performing since the flash flood increased due to the climate change. This aids enhancement. … (more)
- Is Part Of:
- Water practice and technology. Volume 17:Issue 6(2022)
- Journal:
- Water practice and technology
- Issue:
- Volume 17:Issue 6(2022)
- Issue Display:
- Volume 17, Issue 6 (2022)
- Year:
- 2022
- Volume:
- 17
- Issue:
- 6
- Issue Sort Value:
- 2022-0017-0006-0000
- Page Start:
- 1273
- Page End:
- 1283
- Publication Date:
- 2022-05-25
- Subjects:
- discharge coefficient -- energy dissipation -- hydraulic structures -- piano key weir -- weirs
Sewerage
Sewerage -- Management
Water-supply
Water-supply engineering
Periodicals
628.205 - Journal URLs:
- https://iwaponline.com/wpt ↗
- DOI:
- 10.2166/wpt.2022.055 ↗
- Languages:
- English
- ISSNs:
- 1751-231X
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD Digital store
- Ingest File:
- 24482.xml