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: Environmentally Friendly Coastal Protection; Proceedings of the N Claus Zimmermann,Robert G. Dean,Henk Jan Verhagen Conference proceedings

[復(fù)制鏈接]
樓主: Tyler
31#
發(fā)表于 2025-3-26 21:49:57 | 只看該作者
https://doi.org/10.1007/978-1-4020-6149-3resentations the need for coastal protection structures is discussed, as well as solutions including “soft” technology like beach nourishment (see the papers of R. Dean and J. Pope)..Regarding loose armour, new developments can be reported on the stability of rock in shallow water conditions. This t
32#
發(fā)表于 2025-3-27 01:32:56 | 只看該作者
33#
發(fā)表于 2025-3-27 06:19:03 | 只看該作者
Jennifer Wu,Alina Markova,Mario E. Lacouturecal and functional design method needs the knowledge of relationships linking basic parameters such as freeboard, crest width, wave transmission and set-up behind the structure..This paper aims to contribute to existing knowledge on hydrodynamic interaction of waves and submerged breakwaters, emphas
34#
發(fā)表于 2025-3-27 09:46:42 | 只看該作者
Micha? Szczepanik,Ireneusz Jó?wiaks of all activities in coastal areas, combining research results from natural and social sciences. In this context it particularly favors solutions avoiding undesired disturbances to coastal (eco) systems, including unnatural coastal morphology, poor water quality and impaired biodiversity. Simultan
35#
發(fā)表于 2025-3-27 15:06:45 | 只看該作者
José M. Arrieta,Manuel Villanueva-Pesqueira knowledge of the flow profile related to tidal hydrodynamics and wave propagation. The basic sets of equations used in numerical modelling of the mentioned sub-processes as well as concepts of coupled numerical models are discussed within this paper. Additionally, the limits of different modelling
36#
發(fā)表于 2025-3-27 19:01:10 | 只看該作者
37#
發(fā)表于 2025-3-27 22:27:57 | 只看該作者
38#
發(fā)表于 2025-3-28 05:16:32 | 只看該作者
39#
發(fā)表于 2025-3-28 06:17:11 | 只看該作者
Trends in Digital Image Processing Researchhe breakwater shape, effect of the porosity, water depth regarding the breakwater crest height and, dynamic stable deformed breakwater were examined as parameters. During the experiments, porosity was varied between 0.57–0.34, breakwater crest height to water depth ratio changed from 1 to 0.83. The
40#
發(fā)表于 2025-3-28 12:54:32 | 只看該作者
 關(guān)于派博傳思  派博傳思旗下網(wǎng)站  友情鏈接
派博傳思介紹 公司地理位置 論文服務(wù)流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學(xué) Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點(diǎn)評(píng) 投稿經(jīng)驗(yàn)總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) Yale Uni. Stanford Uni.
QQ|Archiver|手機(jī)版|小黑屋| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-11 11:10
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved
快速回復(fù) 返回頂部 返回列表
饶河县| 长丰县| 略阳县| 台州市| 东宁县| 黄陵县| 南昌县| 胶南市| 长岛县| 桂东县| 阜城县| 海安县| 秦皇岛市| 玛沁县| 红原县| 原阳县| 将乐县| 吉木萨尔县| 海兴县| 洱源县| 明光市| 甘泉县| 赤峰市| 邵阳县| 佛教| 方城县| 龙江县| 周宁县| 乡城县| 谢通门县| 南汇区| 永平县| 万盛区| 长阳| 茌平县| 苍溪县| 溧阳市| 汝城县| 抚宁县| 宿松县| 汶上县|