Bingchang Zhang , Scott Draper , Hongwei An , Hongyi Jiang , Liang Cheng
{"title":"河床波纹对管道/电缆冲刷跨伸长的影响","authors":"Bingchang Zhang , Scott Draper , Hongwei An , Hongyi Jiang , Liang Cheng","doi":"10.1016/j.coastaleng.2025.104777","DOIUrl":null,"url":null,"abstract":"<div><div>This study presents results from laboratory experiments designed to investigate the scour propagation along a pipeline/cable under steady current. Most previous research on this topic has shown that the scour propagation has a primary and secondary stage, with the transition to the secondary stage believed to occur when the scour hole reaches some critical length. However, results from the present study show that in small-scale model testing, bed ripples have a direct influence on scour rate, causing a transition from a primary to secondary stage as they develop. This is demonstrated by comparing scour propagation rates before and after ripples develop upstream of the pipeline/cable, and after ripples are removed by flattening the upstream bed. It is found that bed ripples appear to have both an indirect and direct influence on scour propagation. Indirectly, ripples reduce near-bed velocity by altering the boundary layer, while directly they deflect flow upwards, sheltering the pipeline/cable and reducing flow into the scour front. Additionally, the sediment flux entering the scour front may be altered by the proximity of upstream ripples, potentially leading to temporary cessation of scour propagation. The findings from this work have implications both for interpreting scour results in earlier research and for designing future experimental models.</div></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"201 ","pages":"Article 104777"},"PeriodicalIF":4.2000,"publicationDate":"2025-05-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of bed ripples on scour-induced span elongation of pipelines/cables\",\"authors\":\"Bingchang Zhang , Scott Draper , Hongwei An , Hongyi Jiang , Liang Cheng\",\"doi\":\"10.1016/j.coastaleng.2025.104777\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study presents results from laboratory experiments designed to investigate the scour propagation along a pipeline/cable under steady current. Most previous research on this topic has shown that the scour propagation has a primary and secondary stage, with the transition to the secondary stage believed to occur when the scour hole reaches some critical length. However, results from the present study show that in small-scale model testing, bed ripples have a direct influence on scour rate, causing a transition from a primary to secondary stage as they develop. This is demonstrated by comparing scour propagation rates before and after ripples develop upstream of the pipeline/cable, and after ripples are removed by flattening the upstream bed. It is found that bed ripples appear to have both an indirect and direct influence on scour propagation. Indirectly, ripples reduce near-bed velocity by altering the boundary layer, while directly they deflect flow upwards, sheltering the pipeline/cable and reducing flow into the scour front. Additionally, the sediment flux entering the scour front may be altered by the proximity of upstream ripples, potentially leading to temporary cessation of scour propagation. The findings from this work have implications both for interpreting scour results in earlier research and for designing future experimental models.</div></div>\",\"PeriodicalId\":50996,\"journal\":{\"name\":\"Coastal Engineering\",\"volume\":\"201 \",\"pages\":\"Article 104777\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-05-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Coastal Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0378383925000821\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Coastal Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0378383925000821","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Influence of bed ripples on scour-induced span elongation of pipelines/cables
This study presents results from laboratory experiments designed to investigate the scour propagation along a pipeline/cable under steady current. Most previous research on this topic has shown that the scour propagation has a primary and secondary stage, with the transition to the secondary stage believed to occur when the scour hole reaches some critical length. However, results from the present study show that in small-scale model testing, bed ripples have a direct influence on scour rate, causing a transition from a primary to secondary stage as they develop. This is demonstrated by comparing scour propagation rates before and after ripples develop upstream of the pipeline/cable, and after ripples are removed by flattening the upstream bed. It is found that bed ripples appear to have both an indirect and direct influence on scour propagation. Indirectly, ripples reduce near-bed velocity by altering the boundary layer, while directly they deflect flow upwards, sheltering the pipeline/cable and reducing flow into the scour front. Additionally, the sediment flux entering the scour front may be altered by the proximity of upstream ripples, potentially leading to temporary cessation of scour propagation. The findings from this work have implications both for interpreting scour results in earlier research and for designing future experimental models.
期刊介绍:
Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.