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    Experimental Study of Filtration Performance of Disc Filter with Discrete Channel Structure

    Source: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023013-1
    Author:
    Xin Xu
    ,
    Qin Wang
    ,
    Jinzhu Zhang
    ,
    Rui Zong
    ,
    Ningning Liu
    ,
    Zhenhua Wang
    DOI: 10.1061/JIDEDH.IRENG-10064
    Publisher: 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.
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      Experimental Study of Filtration Performance of Disc Filter with Discrete Channel Structure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293666
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    contributor authorXin Xu
    contributor authorQin Wang
    contributor authorJinzhu Zhang
    contributor authorRui Zong
    contributor authorNingning Liu
    contributor authorZhenhua Wang
    date accessioned2023-11-27T23:34:04Z
    date available2023-11-27T23:34:04Z
    date issued4/26/2023 12:00:00 AM
    date issued2023-04-26
    identifier otherJIDEDH.IRENG-10064.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293666
    description abstractThe 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.
    publisherASCE
    titleExperimental Study of Filtration Performance of Disc Filter with Discrete Channel Structure
    typeJournal Article
    journal volume149
    journal issue7
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-10064
    journal fristpage04023013-1
    journal lastpage04023013-10
    page10
    treeJournal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 007
    contenttypeFulltext
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