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FLOOD PROTECTION FOR THE HENDERSON BAYOU WATERSHED

机译:亨德森河口流域的防洪

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The Henderson Bayou Watershed in Ascension Parish, Louisiana, includes the town of Galvez, Louisiana, and has an area of approximately 14 square miles. The main channel of Henderson Bayou begins near the intersection of Misty Oak Court and N. Burnside Avenue. It flows southeast until it crosses Henderson Bayou Road. From there, the channel flows northeast until it eventually discharges into the Amite River. Flood management facilities were recommended in a preceding watershed study to protect against backwater flooding from the Amite River. That study showed major flooding within the Henderson Bayou Watershed resulting from backwater from the Amite River. Based on the previously completed watershed hydrology report, and due to the various flooding sources, the focus was designing a flood protection structure for a 10-year Amite River backwater event. The proposed project includes flood gates to maintain the existing level of service within the watershed when the Amite River is under normal conditions. Because backwater events could potentially occur in conjunction with large storm events, the design includes a pump station to reduce the potential for flooding of structures within the watershed when all gates are closed. This paper presents the final design and construction of the flood management facilities consisting of a proposed stormwater pump station, flood protection levee, and flood gate structure upstream of the Amite River confluence. The flood gate system consists of four bulkhead gates including one for the navigation channel to maintain navigation in the bayou. Also, the project includes a levee system that ties into the west side of the pump station/flood gate structure and extends in a westward direction in order to complete the backwater prevention protection system The system is currently under construction (Figure 1).
机译:路易斯安那州的亨德森·贝鲁分水岭,包括石油,路易斯安那州的Galvez镇,面积约14平方英里。 Henderson Bayou的主要渠道始于Misty Oak Court和N.Burnside Avenue的交叉点。它在东南部流动,直到它过于亨德森·贝鲁路。从那里,渠道向东北流动,直到它最终排放到阿米特河上。建议在一项前景研究中推荐洪水管理设施,以防止来自Amite River的水涌。该研究表明,亨德森河口流域的主要洪水源于来自阿米特河的回水。基于先前完成的流域水文报告,并由于各种洪水来源,重点是为10年的Amite河反水事件设计防洪结构。拟议项目包括洪水大门,以维持流域内现有的服务水平,当时河流在正常情况下。因为回水事件可能与大风暴事件结合潜在地发生,该设计包括一个泵站减少潜在的当所有门都关闭的分水岭内的结构的淹没。本文介绍了由Amite River Confluence上游的洪水泵站,防洪堤和洪水门结构组成的洪水管理设施的最终设计和建设。洪水门系统由四个散装门组成,包括一个用于导航频道,以维持在Bayou中的导航。此外,该项目包括一个堤坝系统,该系统连接到泵站/洪水栅极结构的西侧,并在向西方向上延伸,以完成系统目前正在建设的反水防护系统(图1)。

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