Y. Zhang, J. Luan, Guangfeng Zhang, Jun Liang, Yong Chen
{"title":"深水长绳养殖设施抗波能力评价方法研究","authors":"Y. Zhang, J. Luan, Guangfeng Zhang, Jun Liang, Yong Chen","doi":"10.2991/ICMCE-14.2014.8","DOIUrl":null,"url":null,"abstract":"Based on statics and under simplified conditions,the force and failure mode of deepwater long-line rope aquaculture facility system were analyzed,and maximum tensions of the mooring rope in the system in different sea wave heights( 1-7 m) were calculated to compared to its breaking strength and mooring force of anchoring stake for evaluating anti-wave ability of the aquaculture facility. By this method,the model of evaluating anti-wave ability of deepwater long-line rope aquaculture facility was established. As an instance,the anti-wave abilities of two scales of deepwater long-line rope aquaculture facilities erected in 30-meter-deep sea waters of Zhangzidao farming sea area were analyzed by using the evaluation method and model. The results of the theory analysis showed that the anti-wave abilities of the two scales( 300 m and 200 m main rope length) of aquaculture facilities system were respectively 5-6 level of sea waves( 7-8 Beaufort wind scale) and 6-7 level of sea waves( 8-9 Beaufort wind scale) in the areas with the sea current of 1. 5m / s. By comparison,the calculation result of the maximum tensions of the mooring rope was fit with the actual measurement. Thus the method and model of evaluating anti-wave ability of deepwater long-line rope aquaculture facility could be referenced for designing the scales of deepwater long-line rope aquaculture facility in the preliminary design stage.","PeriodicalId":212416,"journal":{"name":"Fishery Modernization","volume":"59 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2014-12-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":"{\"title\":\"Research on Method of Evaluating Anti-wave Ability of Deepwater Long-line Rope Aquaculture Facility\",\"authors\":\"Y. Zhang, J. Luan, Guangfeng Zhang, Jun Liang, Yong Chen\",\"doi\":\"10.2991/ICMCE-14.2014.8\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Based on statics and under simplified conditions,the force and failure mode of deepwater long-line rope aquaculture facility system were analyzed,and maximum tensions of the mooring rope in the system in different sea wave heights( 1-7 m) were calculated to compared to its breaking strength and mooring force of anchoring stake for evaluating anti-wave ability of the aquaculture facility. By this method,the model of evaluating anti-wave ability of deepwater long-line rope aquaculture facility was established. As an instance,the anti-wave abilities of two scales of deepwater long-line rope aquaculture facilities erected in 30-meter-deep sea waters of Zhangzidao farming sea area were analyzed by using the evaluation method and model. The results of the theory analysis showed that the anti-wave abilities of the two scales( 300 m and 200 m main rope length) of aquaculture facilities system were respectively 5-6 level of sea waves( 7-8 Beaufort wind scale) and 6-7 level of sea waves( 8-9 Beaufort wind scale) in the areas with the sea current of 1. 5m / s. By comparison,the calculation result of the maximum tensions of the mooring rope was fit with the actual measurement. Thus the method and model of evaluating anti-wave ability of deepwater long-line rope aquaculture facility could be referenced for designing the scales of deepwater long-line rope aquaculture facility in the preliminary design stage.\",\"PeriodicalId\":212416,\"journal\":{\"name\":\"Fishery Modernization\",\"volume\":\"59 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2014-12-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"3\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Fishery Modernization\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2991/ICMCE-14.2014.8\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Fishery Modernization","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2991/ICMCE-14.2014.8","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Research on Method of Evaluating Anti-wave Ability of Deepwater Long-line Rope Aquaculture Facility
Based on statics and under simplified conditions,the force and failure mode of deepwater long-line rope aquaculture facility system were analyzed,and maximum tensions of the mooring rope in the system in different sea wave heights( 1-7 m) were calculated to compared to its breaking strength and mooring force of anchoring stake for evaluating anti-wave ability of the aquaculture facility. By this method,the model of evaluating anti-wave ability of deepwater long-line rope aquaculture facility was established. As an instance,the anti-wave abilities of two scales of deepwater long-line rope aquaculture facilities erected in 30-meter-deep sea waters of Zhangzidao farming sea area were analyzed by using the evaluation method and model. The results of the theory analysis showed that the anti-wave abilities of the two scales( 300 m and 200 m main rope length) of aquaculture facilities system were respectively 5-6 level of sea waves( 7-8 Beaufort wind scale) and 6-7 level of sea waves( 8-9 Beaufort wind scale) in the areas with the sea current of 1. 5m / s. By comparison,the calculation result of the maximum tensions of the mooring rope was fit with the actual measurement. Thus the method and model of evaluating anti-wave ability of deepwater long-line rope aquaculture facility could be referenced for designing the scales of deepwater long-line rope aquaculture facility in the preliminary design stage.