Article(id=1223196812853493893, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20222154, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1665849600000, receivedDateStr=2022-10-16, revisedDate=1667664000000, revisedDateStr=2022-11-06, acceptedDate=null, acceptedDateStr=null, onlineDate=1769562446082, onlineDateStr=2026-01-28, pubDate=1692892800000, pubDateStr=2023-08-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769562446082, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769562446082, creator=13701087609, updateTime=1769562446082, updator=13701087609, issue=Issue{id=1223196803663778281, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='8', pageStart='1', pageEnd='222', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769562443888, creator=13701087609, updateTime=1769563793740, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223202465391166440, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223202465391166441, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=139, endPage=142, ext={EN=ArticleExt(id=1223196814946451713, articleId=1223196812853493893, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Numerical Simulation of Falling-sill Dissipation Characteristics of Terminal Drainage Outlets in Mountainous Cities, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

When the source-based reduction facilities cannot be carried out during the construction of sponge city, the stormwater control measures (SCM) are usually set up at the terminal drainage outlets to achieve the goal of runoff control and pollutant reduction. Because there is usually large drop between the drainage outlet and the waterfront zone in mountain city, resulting in a high flow rate of water from the drainage outlets, it is easy to cause strong hydraulic erosion to the SCM and may adversely affect their normal operation. Based on the falling-sill dissipation facility installed according to the high drop topographic features of drainage outlets in Chongqing urban, the numerical model with FULENT software was constructed to simulate the hydraulic process of different energy dissipation configurations in this study. The results show that the solid-baffle typed falling-sill dissipation facility has out-performance energy dissipation, and the energy dissipation rate was as high as 90%, and the outlet velocity of the end of facilities was irrelevant to the inlet flow, while only related to single drop height. The higher the single drop height, the water flow was susceptible to form a hydraulic vortex in the backwater area of falling-sill under the influence of potential energy, which can lead the greatest extent of turbulence kinetic energy dissipation, and finally result in a gradual decrease of the maximum pressure of water flow in the horizontal direction to achieve the targeted hydraulic energy dissipation.

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海绵城市建设过程中无法进行源头式减排时，通常在排水管末端区域设置公共雨洪控制设施（SCM）进行兜底，实现径流控制和污染物削减目标。由于山地城市排水口与水岸区域落差大，导致排水管出水流速高，易对SCM造成强烈的水力冲刷而影响设施的正常运行。基于重庆市主城排水口高落差地形特征设置的跌坎消能设施，采用FLUENT软件构建的数值模型对不同消能构型进行了水力过程模拟。结果表明，实心挡板跌坎消能设施（BD2）的消能率高达90%以上，且末端出水流速与进水流量无关，仅与单级跌坎高度有关；单级跌坎高度越高，水流受势能影响易在跌坎回水区形成水力涡流，并造成流速场在矢量方向上发生显著变化，使能量发生最大程度紊动耗散，最终导致水流在水平方向上的最大压强沿程降低而达到水力消能效果。

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毛钧（1997-），男，硕士研究生，研究方向为城市雨洪管理，E-mail：659208860@qq.com

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毛钧（1997-），男，硕士研究生，研究方向为城市雨洪管理，E-mail：659208860@qq.com

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