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    Discharge Coefficient for a Water Flow through a Bottom Orifice of a Conical Hopper

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author:
    Chyan-Deng Jan
    ,
    Quang-Truong Nguyen
    DOI: 10.1061/(ASCE)IR.1943-4774.0000213
    Publisher: American Society of Civil Engineers
    Abstract: Discharge coefficients for water flow through a vertical, circular orifice at the bottom of a conical hopper were experimentally studied in the present paper. The conical hopper consists of a cylindrical hopper of inside diameter of 48 cm and a bottom cone of side slope of 45°. Experiments were carried out under different orifice diameters and water heads. The dependence of the discharge coefficient on the orifice diameter and water head was analyzed, and then an empirical relation was developed by using a dimensional analysis and a regression analysis. The results show that the larger orifice diameter or higher water head have a smaller discharge coefficient and the orifice diameter plays more significant influence on the discharge coefficient than the water head does. The discharge coefficient of water flow through a bottom orifice is larger than that through a sidewall orifice under the similar conditions of the water head, orifice diameter, and hopper size.
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      Discharge Coefficient for a Water Flow through a Bottom Orifice of a Conical Hopper

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    contributor authorChyan-Deng Jan
    contributor authorQuang-Truong Nguyen
    date accessioned2017-05-08T21:52:44Z
    date available2017-05-08T21:52:44Z
    date copyrightAugust 2010
    date issued2010
    identifier other%28asce%29ir%2E1943-4774%2E0000241.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65102
    description abstractDischarge coefficients for water flow through a vertical, circular orifice at the bottom of a conical hopper were experimentally studied in the present paper. The conical hopper consists of a cylindrical hopper of inside diameter of 48 cm and a bottom cone of side slope of 45°. Experiments were carried out under different orifice diameters and water heads. The dependence of the discharge coefficient on the orifice diameter and water head was analyzed, and then an empirical relation was developed by using a dimensional analysis and a regression analysis. The results show that the larger orifice diameter or higher water head have a smaller discharge coefficient and the orifice diameter plays more significant influence on the discharge coefficient than the water head does. The discharge coefficient of water flow through a bottom orifice is larger than that through a sidewall orifice under the similar conditions of the water head, orifice diameter, and hopper size.
    publisherAmerican Society of Civil Engineers
    titleDischarge Coefficient for a Water Flow through a Bottom Orifice of a Conical Hopper
    typeJournal Paper
    journal volume136
    journal issue8
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000213
    treeJournal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 008
    contenttypeFulltext
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