印度帕拉迪普港沉积物预算

P.N. Ananth, V. Sundar
{"title":"印度帕拉迪普港沉积物预算","authors":"P.N. Ananth,&nbsp;V. Sundar","doi":"10.1016/0951-8312(90)90013-8","DOIUrl":null,"url":null,"abstract":"<div><p>A sediment budget calculation for Paradip port, situated on the east coast of India, is presented, taking into account longshore sand transport and nearshore erosion and deposition. Longshore sand transport rates have been computed using a CERC formula for which the average breaking wave characteristics, obtained from wave refraction diagrams were used. Quantities of nearshore erosion and deposition were obtained from the analysis of near-shore profiles. The study reveals that a quantity of nearly 0·8 million m<sup>3</sup> of sand is deposited in the approach channel, while as much as 1·3 million m<sup>3</sup> of sand is removed from the northern side of the port annually. It is also clear that the dumping of sand dredged from the port and its approaches beyond the 11 m depth contour on the northern side of the port, does not help to prevent erosion to the north of the port.</p></div>","PeriodicalId":100978,"journal":{"name":"Ocean and Shoreline Management","volume":"13 1","pages":"Pages 69-81"},"PeriodicalIF":0.0000,"publicationDate":"1990-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0951-8312(90)90013-8","citationCount":"10","resultStr":"{\"title\":\"Sediment budget for Paradip port, India\",\"authors\":\"P.N. Ananth,&nbsp;V. Sundar\",\"doi\":\"10.1016/0951-8312(90)90013-8\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>A sediment budget calculation for Paradip port, situated on the east coast of India, is presented, taking into account longshore sand transport and nearshore erosion and deposition. Longshore sand transport rates have been computed using a CERC formula for which the average breaking wave characteristics, obtained from wave refraction diagrams were used. Quantities of nearshore erosion and deposition were obtained from the analysis of near-shore profiles. The study reveals that a quantity of nearly 0·8 million m<sup>3</sup> of sand is deposited in the approach channel, while as much as 1·3 million m<sup>3</sup> of sand is removed from the northern side of the port annually. It is also clear that the dumping of sand dredged from the port and its approaches beyond the 11 m depth contour on the northern side of the port, does not help to prevent erosion to the north of the port.</p></div>\",\"PeriodicalId\":100978,\"journal\":{\"name\":\"Ocean and Shoreline Management\",\"volume\":\"13 1\",\"pages\":\"Pages 69-81\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1990-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0951-8312(90)90013-8\",\"citationCount\":\"10\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Ocean and Shoreline Management\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/0951831290900138\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ocean and Shoreline Management","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0951831290900138","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 10

摘要

本文介绍了印度东海岸帕拉迪普港的泥沙收支计算,其中考虑了海岸沙输运和近岸侵蚀和沉积。海岸输沙率是用CERC公式计算的,该公式使用了从波浪折射图中获得的平均破碎波特性。通过对近岸剖面的分析,得到了近岸侵蚀和沉积的数量。研究表明,近80万立方米的沙子沉积在进港通道中,而每年从港口北侧移走的沙子多达130万立方米。同样清楚的是,从港口疏浚的沙子及其途径在港口北侧超过11米深度的轮廓,并不能帮助防止港口北部的侵蚀。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sediment budget for Paradip port, India

A sediment budget calculation for Paradip port, situated on the east coast of India, is presented, taking into account longshore sand transport and nearshore erosion and deposition. Longshore sand transport rates have been computed using a CERC formula for which the average breaking wave characteristics, obtained from wave refraction diagrams were used. Quantities of nearshore erosion and deposition were obtained from the analysis of near-shore profiles. The study reveals that a quantity of nearly 0·8 million m3 of sand is deposited in the approach channel, while as much as 1·3 million m3 of sand is removed from the northern side of the port annually. It is also clear that the dumping of sand dredged from the port and its approaches beyond the 11 m depth contour on the northern side of the port, does not help to prevent erosion to the north of the port.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信