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HYDROLOGIC AND HYDRAULIC ANALYSES FOR FEMA LEVEE CERTIFICATION IN SAN BERNARDINO COUNTY, CALIFORNIA

机译:加利福尼亚州圣贝纳迪诺县FEMA等级认证的液压和液压分析

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This paper summarizes hydrologic and hydraulic analyses performed for the SanBernardino County Levee Certification Project (Project) and the challenges encounteredduring the course of the study. The Project included forty-three non-Federal levees onthe national levee inventory list, currently mapped by FEMA as Provisionally AccreditedLevees (PALs). WEST Consultants performed detailed hydrologic/hydraulic analyses forthirty-five Category 2 levees in order to determine whether they are in compliance withFEMA’s regulatory requirements for certification as identified in Title 44 of the Code ofFederal Regulations, Section 65.10 (44 CFR 65.10). In most cases, a completehydrologic model (HEC-HMS) was built for the contributing watershed todetermine/verify the 100-year base flood. Detailed hydraulic models (HEC-RAS) werebuilt for the majority of the levees, some of them with split flow components, lateral spillstructures, and unsteady routing. Each levee presented its own challenge in terms of dataavailability and modeling approach. The results of the hydrologic and hydraulic analyseswere eventually used to verify levee freeboard, evaluate sedimentation and potentialscour problems at the levee toes, and address any interior flooding issues.
机译:本文总结了对San进行的水文和水力分析 贝纳迪诺县堤级认证项目(项目)和遇到的挑战 在学习过程中。该项目包括43个非联邦堤防,包括 国家堤防清单,目前已由FEMA映射为临时认可 堤岸(PAL)。 WEST Consultants对以下产品进行了详细的水文/水力分析 三十五个第2类堤防,以确定它们是否符合规定 FEMA的《法规》标题44中所规定的认证监管要求 联邦法规第65.10节(44 CFR 65.10)。在大多数情况下, 建立了水文模型(HEC-HMS),以为 确定/验证100年基本洪水。详细的水力模型(HEC-RAS)是 为大多数堤坝建造,其中一些带有分流组件,侧向溢漏 结构和不稳定的布线。每个堤防在数据方面都面临着自己的挑战 可用性和建模方法。水文和水力分析的结果 最终用于验证堤防干舷,评估沉降和潜力 冲刷堤坝脚趾的问题,并解决任何内部洪水问题。

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