Debris Flow Modelling Incorporating Structural Mitigation Measures with FLO-2D

Rodrigo Loaiza Velarde, A. Pérez, Mitchel J. Jara Garcia
{"title":"Debris Flow Modelling Incorporating Structural Mitigation Measures with FLO-2D","authors":"Rodrigo Loaiza Velarde, A. Pérez, Mitchel J. Jara Garcia","doi":"10.18178/ijscer.10.4.150-156","DOIUrl":null,"url":null,"abstract":"Debris flow is common in season of significant rainfalls, an area with this recurrent problem is Huaycoloro river basin in Lurigancho district, Lima-Perú, this paper objective is modeling Huaycoloro river basin debris flow impact analysis of the structures in these natural disasters with FLO-2D software. Methodology to analyze it began with geomorphology and topography input data. Model was calibrated according to data flood signs of last debris flows events in study area. Using FLO-2D, this is modeled for 500 years return period and according to results optimal location of structures were analyzed at different location scenarios. Pre-dimensioning of structures was done in base of impact force produced by flow for aforementioned return period with aim of location them at specific points where depth developed by flow is important, and this way, incorporate structures to digital elevation model and as results allowed us to reduce 1.4 meters depth and 0.7 m/s of velocity in all system compared to initial scenario without structures. In conclusion structures allows us to improve disaster mitigation conditions caused by debris flows.","PeriodicalId":101411,"journal":{"name":"International journal of structural and civil engineering research","volume":"9 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International journal of structural and civil engineering research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.18178/ijscer.10.4.150-156","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Debris flow is common in season of significant rainfalls, an area with this recurrent problem is Huaycoloro river basin in Lurigancho district, Lima-Perú, this paper objective is modeling Huaycoloro river basin debris flow impact analysis of the structures in these natural disasters with FLO-2D software. Methodology to analyze it began with geomorphology and topography input data. Model was calibrated according to data flood signs of last debris flows events in study area. Using FLO-2D, this is modeled for 500 years return period and according to results optimal location of structures were analyzed at different location scenarios. Pre-dimensioning of structures was done in base of impact force produced by flow for aforementioned return period with aim of location them at specific points where depth developed by flow is important, and this way, incorporate structures to digital elevation model and as results allowed us to reduce 1.4 meters depth and 0.7 m/s of velocity in all system compared to initial scenario without structures. In conclusion structures allows us to improve disaster mitigation conditions caused by debris flows.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
结合结构缓减措施的泥石流模型与FLO-2D
泥石流在强降雨季节较为常见,位于Lurigancho地区的Huaycoloro河流域是泥石流多发地区,Lima-Perú,本文目的是利用fl - 2d软件对Huaycoloro河流域泥石流在这些自然灾害中的影响进行建模分析。其分析方法从地貌学和地形学输入数据开始。根据研究区最后一次泥石流事件的洪水标志数据对模型进行了标定。利用FLO-2D模拟了500年的回归周期,并根据结果分析了不同选址情景下结构的最优选址。结构的预尺寸是在上述回归期由水流产生的冲击力的基础上进行的,目的是将它们定位在水流形成的深度很重要的特定点上,通过这种方式,将结构纳入数字高程模型,结果使我们能够将整个系统的深度减少1.4米,速度减少0.7米/秒。总之,结构使我们能够改善泥石流造成的减灾条件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Energy Efficiency: Use of BIM in Energy Analysis for Multi-family Residences Rainfall Runoff and Flood Simulations for Hurricane Impacts on Woonasquatucket River, USA. An Experimental and Numerical Study of the Load Distribution Effect on Composite Slab Shear Resistance Linear and Nonlinear Buckling Analysis of Castellated Beams Natural Volcanic Pozzolan-and Granulated Blast Furnace Slag-Based Alkali-Activated Repair Mortar
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1