找回密碼
 To register

QQ登錄

只需一步,快速開始

掃一掃,訪問微社區(qū)

打印 上一主題 下一主題

Titlebook: Advances in Hydroinformatics; SIMHYDRO 2014 Philippe Gourbesville,Jean A. Cunge,Guy Caignaert Book 2016 The Editor(s) (if applicable) and T

[復制鏈接]
樓主: 葉子
51#
發(fā)表于 2025-3-30 09:12:00 | 只看該作者
https://doi.org/10.1057/9781137462220matra squalls and specifically the wind waves generated by them. Sumatra squalls as other tropical squall lines comprise of a convective region forming at the leading edge and a region of trailing stratiform rain to the rear. Wind speed increases gradually from the rear to the gust front before drop
52#
發(fā)表于 2025-3-30 16:25:46 | 只看該作者
https://doi.org/10.1057/9781137462220 and science such as solids mechanics, hydraulics, and astrophysics. The medium is represented, thanks to a set of particles which interact with each other. Nowadays, the SPH method is still under development but is able to deal with a wide range of problems in hydraulics. This article focuses espec
53#
發(fā)表于 2025-3-30 17:09:23 | 只看該作者
54#
發(fā)表于 2025-3-30 22:29:06 | 只看該作者
GianDemetrio Marangoni,Stefano Solari. It mainly relies on the Fudaa-Crue modelling software developed in Java and Crue10 hydraulic computational core redeveloped from Fortran to C++. It is also connected to the GeoGAMA-Crue GIS modelling software, SYSSIH simulation component repository and the hydraulic model repository. Four notable
55#
發(fā)表于 2025-3-31 02:17:45 | 只看該作者
56#
發(fā)表于 2025-3-31 08:56:24 | 只看該作者
57#
發(fā)表于 2025-3-31 09:44:03 | 只看該作者
GianDemetrio Marangoni,Stefano Solariservative and shock-capturing finite volume scheme on a Cartesian grid. The hydraulic model is designed so that different zones within the computation domain can be modelled with different spatial resolutions and/or different model enhancements (e.g. pressurised flows, sediment transport, etc.). The
58#
發(fā)表于 2025-3-31 15:05:21 | 只看該作者
https://doi.org/10.1007/978-3-319-61744-2einforcement works for the embankments foreseen by Symadrem, the management authority overseeing the embankments of the Rh?ne; aim to move the banks back along certain sections and develop overflow zones in order to ensure overflows without breaches in the event of water levels higher than the refer
59#
發(fā)表于 2025-3-31 20:39:27 | 只看該作者
https://doi.org/10.1007/978-981-287-615-7Computational Hydraulics; Flood Modeling; Hydraulic Machineries; Hydraulics Transcients; Hydroinformatic
60#
發(fā)表于 2025-4-1 00:25:50 | 只看該作者
 關于派博傳思  派博傳思旗下網站  友情鏈接
派博傳思介紹 公司地理位置 論文服務流程 影響因子官網 吾愛論文網 大講堂 北京大學 Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點評 投稿經驗總結 SCIENCEGARD IMPACTFACTOR 派博系數 清華大學 Yale Uni. Stanford Uni.
QQ|Archiver|手機版|小黑屋| 派博傳思國際 ( 京公網安備110108008328) GMT+8, 2025-10-27 09:25
Copyright © 2001-2015 派博傳思   京公網安備110108008328 版權所有 All rights reserved
快速回復 返回頂部 返回列表
遂川县| 泰安市| 沧州市| 闵行区| 南通市| 甘德县| 涞水县| 平定县| 电白县| 东至县| 象州县| 潼关县| 安福县| 边坝县| 元朗区| 尉犁县| 喀什市| 台湾省| 常德市| 武平县| 杭州市| 临猗县| 卓尼县| 大姚县| 将乐县| 辽中县| 洱源县| 平阴县| 定州市| 德格县| 德惠市| 靖远县| 拉孜县| 法库县| 新密市| 皋兰县| 乐东| 台东市| 常熟市| 丹寨县| 长白|