Experimental Study of Filtration Performance of Disc Filter with Discrete Channel StructureSource: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023013-1DOI: 10.1061/JIDEDH.IRENG-10064Publisher: ASCE
Abstract: The large head loss of the disc filter has always been one of its main limiting factors, which may affect its working efficiency and service life. Disc flow channel structure is an important factor affecting the performance of the disc filter. In this context, to reduce the head loss of the disc filter while ensuring the filtration effect, a new type of disc filter with a discrete channel structure was designed. Its performance in terms of head loss, sediment retention, uniformity of sediment distribution, and particle-size distribution in the runner was compared with that of a traditional linear channel disc filter. The results showed that the head loss of the new disc filter under the condition of clear water was 33.5%–50% lower than that of the traditional disc filter. Moreover, in sandy water, the head loss was 18.85%–47.07% lower than that of the traditional disc filter. Compared with the traditional disc filter, the average sediment retention and sediment uniformity ημ of the disc filter with discrete channels were increased by 6.32% and 1.5–2.5 times, respectively, when the flow rate was 1.5 m3/h. Considering the head loss, sediment retention, uniformity of sediment distribution, and other indicators, the hydraulic performance of the disc filter with a discrete channel is better than that of a traditional disc filter, and the filtration performance is slightly improved. The research results can provide a reference for the design and structural optimization of disc filter.
|
Collections
Show full item record
contributor author | Xin Xu | |
contributor author | Qin Wang | |
contributor author | Jinzhu Zhang | |
contributor author | Rui Zong | |
contributor author | Ningning Liu | |
contributor author | Zhenhua Wang | |
date accessioned | 2023-11-27T23:34:04Z | |
date available | 2023-11-27T23:34:04Z | |
date issued | 4/26/2023 12:00:00 AM | |
date issued | 2023-04-26 | |
identifier other | JIDEDH.IRENG-10064.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4293666 | |
description abstract | The large head loss of the disc filter has always been one of its main limiting factors, which may affect its working efficiency and service life. Disc flow channel structure is an important factor affecting the performance of the disc filter. In this context, to reduce the head loss of the disc filter while ensuring the filtration effect, a new type of disc filter with a discrete channel structure was designed. Its performance in terms of head loss, sediment retention, uniformity of sediment distribution, and particle-size distribution in the runner was compared with that of a traditional linear channel disc filter. The results showed that the head loss of the new disc filter under the condition of clear water was 33.5%–50% lower than that of the traditional disc filter. Moreover, in sandy water, the head loss was 18.85%–47.07% lower than that of the traditional disc filter. Compared with the traditional disc filter, the average sediment retention and sediment uniformity ημ of the disc filter with discrete channels were increased by 6.32% and 1.5–2.5 times, respectively, when the flow rate was 1.5 m3/h. Considering the head loss, sediment retention, uniformity of sediment distribution, and other indicators, the hydraulic performance of the disc filter with a discrete channel is better than that of a traditional disc filter, and the filtration performance is slightly improved. The research results can provide a reference for the design and structural optimization of disc filter. | |
publisher | ASCE | |
title | Experimental Study of Filtration Performance of Disc Filter with Discrete Channel Structure | |
type | Journal Article | |
journal volume | 149 | |
journal issue | 7 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/JIDEDH.IRENG-10064 | |
journal fristpage | 04023013-1 | |
journal lastpage | 04023013-10 | |
page | 10 | |
tree | Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 007 | |
contenttype | Fulltext |