{"title":"用于确定明渠排放量的新型复合宽顶堰设计。","authors":"Dr Ketaki H Kulkarni, Dr Ganesh Hinge","doi":"10.2166/wst.2024.173","DOIUrl":null,"url":null,"abstract":"<p><p>The current study deals with a composite broad-crested weir which is specially designed with the unique idea for a 'constant discharge coefficient (<i>C<sub>d</sub></i>) of 0.6'. It is investigated experimentally and numerically. The available designs of the weir are unable to give constant <i>C<sub>d</sub></i> over a wide range of discharge as <i>'C<sub>d</sub></i>' itself is relative to the head over the weir crest. Therefore an attempt is made to restrict <i>C<sub>d</sub></i> value to 0.6 irrespective of the variable head on the weir crest. This is achieved by adjusting the widths of the weir. With the novel objective, <i>C<sub>d</sub></i> is frozen to constant value and instead of it, <i>'b</i>' is allowed to vary. The weir so designed is capable of producing constant <i>C<sub>d</sub></i> over a wide range of discharge and hence will be helpful from the viewpoint of field applications. Under existing laboratory conditions, the research reports for emissions varying from 20 to 100% of the design discharge. The numerical performance of the CBC weir through FLOW 3D is experimentally validated to examine the crest width effect and head over weir crest. In the experiments, <i>C<sub>d</sub></i> is found to vary proportionally with discharge from 0.518 to 0.648. The <i>R-</i>value is 0.999, with a mean error in discharge measurement being much less.</p>","PeriodicalId":23653,"journal":{"name":"Water Science and Technology","volume":null,"pages":null},"PeriodicalIF":2.5000,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Novel design of composite broad-crested weir for determining open-channel emissions.\",\"authors\":\"Dr Ketaki H Kulkarni, Dr Ganesh Hinge\",\"doi\":\"10.2166/wst.2024.173\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p><p>The current study deals with a composite broad-crested weir which is specially designed with the unique idea for a 'constant discharge coefficient (<i>C<sub>d</sub></i>) of 0.6'. It is investigated experimentally and numerically. The available designs of the weir are unable to give constant <i>C<sub>d</sub></i> over a wide range of discharge as <i>'C<sub>d</sub></i>' itself is relative to the head over the weir crest. Therefore an attempt is made to restrict <i>C<sub>d</sub></i> value to 0.6 irrespective of the variable head on the weir crest. This is achieved by adjusting the widths of the weir. With the novel objective, <i>C<sub>d</sub></i> is frozen to constant value and instead of it, <i>'b</i>' is allowed to vary. The weir so designed is capable of producing constant <i>C<sub>d</sub></i> over a wide range of discharge and hence will be helpful from the viewpoint of field applications. Under existing laboratory conditions, the research reports for emissions varying from 20 to 100% of the design discharge. The numerical performance of the CBC weir through FLOW 3D is experimentally validated to examine the crest width effect and head over weir crest. In the experiments, <i>C<sub>d</sub></i> is found to vary proportionally with discharge from 0.518 to 0.648. The <i>R-</i>value is 0.999, with a mean error in discharge measurement being much less.</p>\",\"PeriodicalId\":23653,\"journal\":{\"name\":\"Water Science and Technology\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":2.5000,\"publicationDate\":\"2024-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Water Science and Technology\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://doi.org/10.2166/wst.2024.173\",\"RegionNum\":4,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2024/5/25 0:00:00\",\"PubModel\":\"Epub\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Water Science and Technology","FirstCategoryId":"93","ListUrlMain":"https://doi.org/10.2166/wst.2024.173","RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2024/5/25 0:00:00","PubModel":"Epub","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
摘要
本研究涉及一种复合式宽顶堰,其设计理念独特,"恒定排流系数(Cd)为 0.6"。我们对其进行了实验和数值研究。由于 "Cd "本身是相对于堰顶水头而言的,因此现有的堰体设计无法在较大的排量范围内提供恒定的 Cd。因此,我们尝试将 Cd 值限制在 0.6,而不管堰顶水头如何变化。这可以通过调整堰顶宽度来实现。根据新的目标,Cd 被冻结为恒定值,而 "b "则允许变化。这样设计的堰塞湖能够在很大的排水范围内产生恒定的 Cd 值,因此有助于实地应用。在现有的实验室条件下,研究报告显示排放量从设计排放量的 20%到 100%不等。通过 FLOW 3D 对 CBC 堰的数值性能进行了实验验证,以检查堰顶宽度效应和堰顶水头。在实验中发现,Cd 随排水量在 0.518 至 0.648 之间成比例变化。R 值为 0.999,排水量测量的平均误差更小。
Novel design of composite broad-crested weir for determining open-channel emissions.
The current study deals with a composite broad-crested weir which is specially designed with the unique idea for a 'constant discharge coefficient (Cd) of 0.6'. It is investigated experimentally and numerically. The available designs of the weir are unable to give constant Cd over a wide range of discharge as 'Cd' itself is relative to the head over the weir crest. Therefore an attempt is made to restrict Cd value to 0.6 irrespective of the variable head on the weir crest. This is achieved by adjusting the widths of the weir. With the novel objective, Cd is frozen to constant value and instead of it, 'b' is allowed to vary. The weir so designed is capable of producing constant Cd over a wide range of discharge and hence will be helpful from the viewpoint of field applications. Under existing laboratory conditions, the research reports for emissions varying from 20 to 100% of the design discharge. The numerical performance of the CBC weir through FLOW 3D is experimentally validated to examine the crest width effect and head over weir crest. In the experiments, Cd is found to vary proportionally with discharge from 0.518 to 0.648. The R-value is 0.999, with a mean error in discharge measurement being much less.
期刊介绍:
Water Science and Technology publishes peer-reviewed papers on all aspects of the science and technology of water and wastewater. Papers are selected by a rigorous peer review procedure with the aim of rapid and wide dissemination of research results, development and application of new techniques, and related managerial and policy issues. Scientists, engineers, consultants, managers and policy-makers will find this journal essential as a permanent record of progress of research activities and their practical applications.