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对传统护滩结构和新型生态护滩结构进行对比,并对新型生态护滩结构——"生态型护底+异形网箱堤身"的特性及其适用性进行分析。结合工程实例,对新型生态护滩结构施工工艺进行研究,提出适合该结构施工的工艺标准和质量控制方法,为新型生态护滩结构在内河航道整治工程中的应用提供借鉴。 相似文献
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长江南京以下12.5 m 深水航道二期工程在落成洲河段采用潜堤、丁坝和护底带等航道整治工程,以防止右汊进一步冲刷发展,增强左汊浅段动力,改善航道条件。为论证落成洲河段整治工程实施后的整治效果,基于实测地形、水文资料,系统对比落成洲河段整治工程实施前后滩槽演变、汊道分流分沙比调整、固滩效果、航道条件改善等。结果表明,工程实施后,落成洲洲头及丁坝掩护区淤积明显,洲头冲刷后退的态势得到有效遏制,左汊分流比增加约4%,丁坝挑流区流速增加0.2 m/s左右,航道水深由10.5 m提升至12.5 m,整治建筑物总体实现整治意图,但须关注三益桥边滩淤长对深水航道的影响。 相似文献
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针对长江南京以下12.5 m深水航道二期工程落成洲河段整治建筑物的特点,提出在堤高为3.0~6.5 m的堤段采取倒T型构件混合堤替代抛石斜坡堤的新型筑堤结构。对混合堤结构在波、流共同作用下的稳定性采用翻坝水流力和合田波浪力计算公式进行理论受力分析,并通过三维物理模型试验对波、流共同作用下混合堤结构稳定性进行验证,结果判定为稳定。新型倒T型构件混合堤减少块石用量,有利于缓解大宗石料供应难度,适应环保需求,同时减少水上施工时间,加快施工进度。该结构已成功申请实用新型专利,可为类似工程提供指导和借鉴。 相似文献
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随着落成洲整治建筑物的建成,该区域内的流场将发生一定的变化,对船舶的航行及锚泊造成一定的影响,利用计算流体力学软件,数值模拟整治建筑物建成前后该区域内的流场变化情况。结果表明:整治建筑物的建成将有效地防止水流对落成洲的冲刷作用,航道水流更加稳定;但是,落成洲左汊下游镇江危险品锚地所在区域内的流速将明显提高,不利于锚泊安全,尤其是汛期。因此,应加强对该区域的监测和管理。 相似文献
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针对长江下游深水大流速条件下航道整治工程施工顺序安排的问题,采用数学模型和河床演变分析相结合的方法,探讨了和畅洲左汊限流潜堤施工顺序安排的原则及工程整治效果。结果表明:和畅洲限流潜堤实施后,左汊分流比减小9%,右汊冲刷发展,航道条件得到明显改善;流场和地形调整基本与预期相符,工程达到了左汊限流、右汊增深的工程整治目标。研究成果可为长江下游航道整治工程施工顺序研究提供参考和借鉴。 相似文献
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《港工技术》2021,(4)
为达成长江口深水航道上延至南京的目标,长江南京以下12.5 m深水航道二期工程和畅洲水道实施航道整治工程,在左汊采用潜堤的结构形式,减小左汊分流比,改善右汊航道水深条件。本文根据和畅洲水道航道整治工程实施后的实测数据,与设计阶段数物模预测结果进行对比分析,综合分析工程前后在滩槽变化、河床容积、流场变化、分流分沙变化等方面的实现情况。结果表明:工程实施以后,左汊潜堤上游侧主要呈淤积状态,潜堤下游侧呈冲刷状态。右汊分流比大幅提高,河槽大面积刷深,航道维护量非常小。工程达到了预期的航道整治目标,工程治理方案合理,航道整治效果显著,可为长江中下游潮汐分汊河段航道整治提供参考。 相似文献
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长江南京以下12. 5 m深水航道二期工程实施后,落成洲段航道整治效果显著,船舶流量增加且大型化趋势明显。受嘶马弯道弯急流大、10. 5 m航道与12. 5 m航道共存、下行大小型船舶混航等影响,落成洲航段通航环境复杂,2017年洪季出现多起上行大型船舶错误驶出12. 5 m航道水域而出浅的险情。根据河床演变、流场和通航行为等分析研究,落成洲航段可考虑向左侧调整主航道平面、增设下行推荐航路实现大小型船舶分道通航、应用虚拟航标、完善航道整治工程等措施,以达成安全高效的通航格局。 相似文献
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为降低工程对河口环境的不利影响、提升生态效应,依托长江口南槽航道治理一期工程整治建筑物工程进行生态堤结构研究。根据长江口生物类群生态特征并结合工程影响因素,确定大型底栖动物作为目标生物研究对象,分析给出主要优势物种的生境需求特性和关键指标。在此基础上,提出新型生态聚氨酯碎石空心块体结构,给出堤身结构设计形式,并通过流体动力学数值方法对比研究不同块体平面组合布置方式。提出新型空心块体结构的施工工艺,进行结构吊运内力有限元分析,并通过实际施工试验验证可行性。 相似文献
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《船舶与海洋工程学报》2014,(2)
正November 4-6,2014Moody Gardens HotelConvention Center/Galveston,TX The Deepwater Operations Conference and Exhibition is celebrating its 12th anniversary this year.This growing event will continue the tradition of excellence in addressing operational challenges involved in developing deepwater resources.We will return to the Moody Gardens Hotel and Convention Center on November 5-7,2014 in Galveston,Texas. 相似文献
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《船舶与海洋工程学报》2014,(1)
正19–24 October 2014 SingaporeCONFERENCE THEMES The overall aim of the ICHD Conference is to provide a forum for participants from around the world to review,discuss and present the latest developments in the broad discipline of hydrodynamics and fluid mechanics.The first International Conference on Hydrodynamics(ICHD)was initiated in 1994 in Wuxi,China.Since then,9 more ICHD conferences were held subsequently in Hong Kong,Seoul,Yokohama,Tainan,Perth,Ischia,Nantes,Shanghai and St Petersburg.Evidently the ICHD conference has become an important event among academics,researchers,engineers and operators,working in the fields closely related to the science and technology of hydrodynamics.The 11th ICHD will be held in Singapore in 2014. 相似文献
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《船舶与海洋工程学报》2014,(1):126-126
正San Francisco,California,June 8-13,2014.OMAE 2014 is the ideal forum for researchers,engineers,managers,technicians and students from the scientific and industrial communities from around the world to:·meet and present advances in technology and its scientific support;·to exchange ideas and experiences whilst promoting technological progress and its application in industry·to promote international cooperation in ocean,offshore and arctic engineering.In line with the tradition of excellence of previous OMAE conferences,more than 900 technical papers are planned for presentation.Outreach for Engineers Specialty Forum This Specialty Forum is designed for students and professionals who may not be familiar with the Ocean and Offshore industry,as well as those who have just recently specialized in this field. 相似文献
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Lynne Zeitlin Hale Mark Amaral Abdulrahman S. Issa B. A. J. Mwandotto 《Coastal management》2013,41(1):75-85
Site-based projects were initiated in Chawka Bay-Paje, Zanzibar, and Nyali-Bamburi-Shanzu, Kenya, to demonstrate the benefits of an integrated coastal management (ICM) approach for addressing coastal issues such as tourism development and enhancement of resource-dependent village economies in eastern Africa. A two-year, multidonor project used three primary strategies to make rapid, but sustainable, progress toward ICM. These included using interagency government teams for ICM planning, adopting an internationally recognized framework for ICM as a project ''road map,'' and explicitly incorporating capacity-building strategies into all aspects of the project. Within two years, integrated ICM action strategies, prepared through participatory processes, were being implemented at both sites, and both teams were working to expand the scale and scope of ICM in their nation. More importantly, the project helped create committed, capable, interagency groups that continue to work together to address urgent ICM issues. 相似文献
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This paper presents a simplified method for the reliability- and the integrity-based optimal design of engineering systems and its application to offshore mooring systems. The design of structural systems is transitioning from the conventional methods, which are based on factors of safety, to more advanced methods, which require calculation of the failure probability of the designed system for each project. Using factors of safety to account for the uncertainties in the capacity (strength) or demands can lead to systems with different reliabilities. This is because the number and arrangement of components in each system and the correlation of their responses could be different, which could affect the system reliability. The generic factors of safety that are specified at the component level do not account for such differences. Still, using factors of safety, as a measure of system safety, is preferred by many engineers because of the simplicity in their application. The aim of this paper is to provide a simplified method for design of engineering systems that directly involves the system annual failure probability as a measure of system safety, concerning system strength limit state. In this method, using results of conventional deterministic analysis, the optimality factors for an integrity-based optimal design are used instead of generic safety factors to assure the system safety. The optimality factors, which estimate the necessary change in average component capacities, are computed especially for each component and a target system annual probability of system failure using regression models that estimate the effect of short and long term extreme events on structural response. Because in practice, it is convenient to use the return period as a measure to quantify the likelihood of extreme events, the regression model in this paper is a relationship between the component demands and the annual probability density function corresponding to every return period. This method accounts for the uncertainties in the environmental loads and structural capacities, and identifies the target mean capacity of each component for maximizing its integrity and meeting the reliability requirement. In addition, because various failure modes in a structural system can lead to different consequences (including damage costs), a method is introduced to compute optimality factors for designated failure modes. By calculating the probability of system failure, this method can be used for risk-based decision-making that considers the failure costs and consequences. The proposed method can also be used on existing structures to identify the riskiest components as part of inspection and improvement planning. The proposed method is discussed and illustrated considering offshore mooring systems. However, the method is general and applicable also to other engineering systems. In the case study of this paper, the method is first used to quantify the reliability of a mooring system, then this design is revised to meet the DNV recommended annual probability of failure and for maximizing system integrity as well as for a designated failure mode in which the anchor chains are the first components to fail in the system. 相似文献
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从确定符合项目实际情况的设计原则入手,通过利比亚米苏拉塔市萨瓦瓦住宅区中心区总体布局和建筑设计两个方面的设计实践,探讨了"传统、现代与文脉"这一当今时代无法回避的文化议题。并且针对具有鲜明文化、宗教和气候特征的建筑设计的特点、方法与风格进行了总结,为今后的实践提供借鉴。 相似文献
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Donna J. Nickerson-Tietze 《Coastal management》2013,41(1):65-74
Fishing communities, the Government of Thailand Department of Fisheries, local nongovermnental organizations, universities, the Food and Agriculture Organization of the United Nations (FAO), and FAO's Bay of Bengal Program have undertaken a partnership in management of Phang-nga Bay's coastal resources. It is the first project of its kind in Thailand, and although still in the early stages, offers insights that may contribute to our knowledge of how we can improve our management of coastal resources, including the importance of (1) building relationships within the governance process; (2) combining education, enforcement, and economic incentives to achieve compliance; (3) implementing solutions early; and (4) government support of community-based decisions. These insights reinforce trends emerging in other coastal management projects in the Asian region. 相似文献