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大型耙吸挖泥船装舱效果的好坏是关系挖泥船生产量高低的重要因素。针对装舱系统中管系走向、分流方式、消能箱的设置位置、喷口朝向、溢流形式等进行了优化分析论证,提出了有效装舱系统新的设计思路,达到节能减排与提高生产力之目的。 相似文献
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客滚船的分舱、装载和浮态的变化将影响到破舱稳性结果。掌握破舱稳性的计算要点,并了解各参数对破舱稳性的影响规律,有助于寻求改善破舱稳性的方法,优化客滚船设计。以某型客滚船的概率破舱稳性计算为例,分析客滚船需要满足的概率破舱稳性规范,全面阐述客滚船概率破舱稳性的计算要点,通过对多个方案的计算和对比,分析多组参数变化对分舱指数A的影响,提出改善概率破舱稳性的思路和方法 ,为同类型船舶的设计和概率破舱稳性计算提供参考。 相似文献
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自航耙吸式挖泥船的施工效率将直接影响企业的效益。针对奥里诺科航道疏浚维护工程的具体施工特点,分析达到最佳施工效率时的施工参数控制,探讨以往装舱工艺中存在的量舱效果较差的问题,通过改造闸阀冲洗水和采用装舱三次溢流法提高量舱效率。 相似文献
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消能箱作为泥舱系统的关键设备,直接参与疏浚装舱过程,其出流特性对船舶装舱效果及生产效率有重要影响。以1.50万m3耙吸挖泥船的消能箱为研究对象,采用流场数值模拟手段,对消能箱主体尺寸、结构形式等影响出流特性的关键参数进行计算分析。结果表明,在一定范围内,消能箱管径越大,消能效果越好,且出流均匀性得到一定程度改善;等截面积条件下,圆形截面消能箱的装舱效果显著优于方形截面的设计;消能箱中部开口指向舱底的速度分量较大,可通过布置水平挡板进行局部优化。该消能箱设计有助于改善疏浚装舱过程中细粉砂的沉积效果,节省装舱时间,减少溢流损失。 相似文献
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液化气船A型舱建模复杂,且与主尺度、线型及舱容指标等耦合性很强,为提高A型货舱的液化气船在总体层面综合优化设计效率,提出了一种基于参数化建模的液化气船A型货舱的分舱优化设计方法(POMSA)。该方法以参数化建模为核心,以NAPA三维设计软件为平台,对液化气船A型货舱包括典型中横剖面形式、主横舱壁位置以及内壳折角三个方面进行参数化建模表达并作为主要设计变量;基于主尺度、线型、初步总布置等信息作为前提输入;以IGC规范对货罐位置要求、建造工艺对货罐最小边长的要求,目标货舱舱容,螺旋桨浸没以及视线等对压载水量的要求为约束;以货舱舱容最大化为优化设计目标;以iSIGHT优化设计软件为平台,搭建优化数学模型,采用一种探索型全局优化算法的组合算法求解优化模型。经验证,该方法优化迭代效率很高,适合总体设计前期快速评估反馈方案。 相似文献
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绝大部分船舶采用压载水系统来保持各种装载工况下的航行性能,压载舱流水孔的面积大小对压载水系统功能的实现有着重大影响.着重介绍了一种流水孔面积的核算方法.以某12500 DWT多用途船为例,通过分析实船的排压载过程,利用流体软件FLUENT进行仿真计算,得到不同情况下压载舱流水孔附近的速度和压力分布,从而优化压载舱内流水孔的设置. 相似文献
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伶仃洋航道泥沙运动特性的水槽试验研究 总被引:1,自引:0,他引:1
在41组波浪水槽试验基础上,对波浪作用下的悬移质运动进行了理论分析,讨论了计算含沙量所需要的两个关键参数(?)和C_2,最后给出了半理论半经验的悬移质输沙率计算公式 相似文献
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本文从沙波运行角度.由沙波运动尺度建立了推移质输沙率表达式,该式既能用于均匀沙又能用于非均匀沙的输沙率计算.并经一百余组实测资料的验证,结果表明,吻合良好. 相似文献
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M. Perez-Arlucea G. Mendez F. Clemente M. Nombela B. Rubio M. Filgueira 《Journal of Marine Systems》2005,54(1-4):209
The aim of this study is to provide a budget study with calculated erosion rates. Three methods have been used to calculate sediment yield and denudation rates in the Ria de Vigo: (1) measurements of sediment loads, (2) measurements of sediment accumulation rates at the coast, (3) theoretical calculations of potential denudation. Sediment loads and water discharge were measured over a period of 14 months from May 1997 to July 1998. Two of the tributaries entering the Ria de Vigo were monitored for 12 more months, from May 2000 to May 2001, to observe changes in discharge and sediment loads. This period corresponded with atypical precipitation, with peak monthly values (600 mm) three times higher than those on record.Water rating curves are typically exponential. Suspended and dissolved loads vary for different rivers, showing values of 1.5 to 130 mg/l during 1997/1998. For 2000/2001, these values are twice as high. Suspended load versus discharge relationships for 1997/1998 were logarithmic, but data from 2000/2001 does not fit the same equation. Dissolved loads are several times higher than suspended loads in almost all cases. Dissolved load concentrations vary more widely with discharge than suspended loads. This is probably due to local pollution and contamination from marine spray in areas closer to the sea.Second, erosion rates and bed load sediment yields were calculated from accumulation rates at the Ramallosa Complex. Well-preserved estuarine and tidal sediments, associated with the Minor River, have accumulated in this area during the Holocene. 14C ages allow calculation of sedimentation rates (SR) for two intervals. The lower interval extends from 2001 to 484 years BP and yields an SR of 1.12 mm/a. The upper interval extends from 484 years BP to the present and has an SR of 3.3–4.4 mm/a. These differences may be explained by basin dynamics as the beach progressively encloses the area and also by human interference. From sedimentary facies analysis it is concluded that 90% to 95% of the accumulated deposits were transferred to the basin as bed load. Muddy deposits (mostly marshes) are better developed at the upper part of the sediment pile, and inner areas, indicating a progressive shallowing and filling up of the basin. Most of suspended load is exported to the ria, whereas the Ramallosa Complex acts as a sediment sink for bed load derived material.Calculated potential erosion rates using Ahnert's [Am. J. Sci. 268 (1970) 243] equation show lower values than those estimated from river load concentrations. Potential erosion rates for the Minor River are higher than for the Lagares River which contrast with mechanical denudation rate values from river loads during 1997/1998 which are higher for the Lagares River. During 2000/2001 MDR values were higher than those of the potential erosion rates for both rivers, in line with the extremely high precipitation. Higher values in the Lagares could be in part due to human interference. 相似文献
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本文根据辽河河口西水道、海河河口建闸前后与套尔河河口的实测资料,总结出淤泥质河口的河床演变,除纳潮量而外,还有三个重要的动力参变数:a.年径流量/年纳潮量即Qr/Qt的比值,b.纳潮量沿程递减率(涨潮)及递增率(落潮)即ΔQt/Δx,c.时段年输沙量减少/时段年径流量减少即ΔG/ΔQr。对于海河河口闸下减淤问题,根据上述与河床演变有关因素,作出了建议:a.把河口段改建成半潮汐通道,及b.提出修建闸下防沙导流堤的原则。 相似文献
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船舶电力系统在故障发生时,发电机出口断路器跳闸对船舶电力系统是一个较大的扰动,网络中不同位置的断路器动作都会对系统稳定性造成不同的影响。数字仿真方法是研究此类动态问题的有效手段。本文利用PSCAD/EMTDC仿真软件平台,对某型船舶电力系统发电机转速及励磁自动凋节装置进行了模型及参数仿真验证,并对自定义静态负荷模型以及采用铭牌参数建模的异步电动机模型进行了仿真分析,在此基础上通过时域数字动态仿真的方法,针对某型电力系统的网络结构,以典型的系统运行方式为例,分析了发电机出口断路器分断对电力系统稳定性的影响,并进一步提出为保证系统稳定性,系统运行时应当采用的相关策略。 相似文献