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1.
深海采矿锰结核泵的试验研究   总被引:1,自引:1,他引:0  
锰结核泵是深海采矿扬矿系统中的关键设备,为了研究泵结核矿浆工作性能,在实验室构建了一套高30 m、内径204 mm,可提供最大管网阻力2.5 MPa的泵矿浆性能试验系统,采用不同模拟结核粒径进行了泵矿浆工作特性试验。试验结果表明,锰结核泵基本上达到了预期设计指标,分析了模拟结核粒径d≤50 mm矿浆回流试验泵流道堵塞的原因,初步讨论了锰结核泵的环形格栅通道和泵流道问题,可作为我国中试多级锰结核泵的设计依据。  相似文献   

2.
目前公认的深海采矿系统是利用管道水力将深海底矿石提升到海面采矿船上。由于受海底破碎条件和废水排放环境要求,输送的深海矿石粒径较粗。粗颗粒具有极易沉积的特点,输送参数也较难确定。通过自行设计的管道水力输送模拟系统,研究了不同浓度、粒径、速度条件下粗颗粒在水平管道中的运动状态及阻力损失的变化规律。研究结果表明:(1)随固液两相流流速的增大,水力坡度呈现规律性变化,且阻力损失的变化规律与粗颗粒运动状态存在一定的关系;(2)通过引入管道附加损失与福氏数,建立了颗粒运动状态与阻力损失之间的定量关系,提出了粗颗粒在水平管道水力输送条件下流态分区的判定标准;(3)分析了管道附加损失的影响因素,提出了管道附加损失的计算公式。研究结果为粗颗粒管道水力输送系统参数设计提供依据。  相似文献   

3.
针对深海天然气水合物海开采系统的管道水力提升过程中,因水合物在压力降低的情况下部分气化而产生气体,使得矿浆垂直运输从传统两相流变成了三相流的问题,建立了沿管道方向压力和分解量与海洋深度的函数关系,求出了分解临界面的深度,以及与气体体积和密度等相关的参数;分析了管径、颗粒粒径、浆体流速、输送体积浓度和矿物密度5个参数对分解临界面和产生气体质量的影响,从而总结出沿管道的水力损失越小,临界分解面越深,分解出来的气体越多的规律,并选取了管径为300mm,颗粒粒径为10mm、浆体流速为1.65m/s、输送体积浓度为30%和矿物密度为1190kg/m3的最佳运输条件。  相似文献   

4.
盖康雨  刘磊 《海洋工程》2023,41(3):110-122
海底矿石在软管中的水力输送是深海采矿的重要过程。采用计算流体动力学—离散元耦合的计算方法(CFD-DEM),对矿石颗粒在软管中的输送进行数值模拟,重点关注矿石颗粒的运动、分布规律以及管壁受到的颗粒作用力,分析输送速度和输送浓度(入射颗粒的体积分数)对输送过程的影响规律,探索管道中易发生堵塞、易受颗粒磨损的区域。结果表明,软管中颗粒的动力学特性与管道倾角、输送速度和输送浓度有关。颗粒主要沿管道截面底部推移,倾角较大的上升段出现处于悬移状态的颗粒;管道横截面内颗粒运动速度从上至下递减,截面中心处颗粒的速度接近输送速度。输送过程中颗粒的局部浓度(该区域颗粒与固液两相流的体积比)始终大于输送浓度,局部平均速度始终小于输送速度。上升段颗粒体积分数大于下降段,颗粒速度小于下降段。管道拱顶和谷底位置管壁所受颗粒作用力最明显,管壁最可能受颗粒磨损。  相似文献   

5.
为研究颗粒粒径对深海采矿提升泵工作性能影响,采用RNGκ-ε湍流模型和Hinze-Tchen颗粒湍流粘性系数模型,运用Fluent软件对采矿提升泵内固液两相流进行数值模拟,比较不同的颗粒粒径对采矿提升泵内颗粒浓度、速度、压力分布的影响,进而分析颗粒粒径对扬程、效率等工作性能的影响,指导深海采矿提升泵的设计。研究结果表明:在转速、流量、颗粒体积分数不变情况下,随着颗粒粒径增大,泵的扬程和效率都逐渐下降;叶轮叶片中前部流道内浆体的颗粒浓度大幅上升,叶轮流道内颗粒动态沉积更加严重,叶轮流道过流面积随之减小,反而加大了叶轮流道内贯流的相对速度,从而有效地抑制了边界层分离的发生,但在叶轮叶片中后部压力面上浆体压力下降幅度较大,泵内浆体总压逐渐下降,扬程随之减小;在叶轮出口处,流道内固液两相流的速度差异增大,在叶轮出口处形成的射流-尾迹结构增强,并在空间导叶流道内形成更加明显的二次流及漩涡,从而加大水力损失,降低效率。实验证实了数值模拟方法的可行性及准确性。  相似文献   

6.
深海采矿扬矿泵导叶区域粗颗粒通过特性试验研究   总被引:1,自引:0,他引:1  
蔡超  邱灏  曹斌  夏建新 《海洋工程》2016,34(2):64-70
在深海采矿系统中,海底矿石必须经过扬矿泵才能提升到海面船上,但矿石粒径较粗,容易在泵体中形成堵塞,尤其是在扬矿泵导叶区域,因此,研究粗粒在导叶中的运动特性对于保障系统安全工作具有重要意义。针对深海矿物粒径较大的特点,设计并制作了具有宽流道的扬矿泵流道模型,安装于管道输送试验系统。利用高速摄像机对扬矿泵导叶内粗颗粒运动特性进行了记录,并对其运动轨迹、碰撞情况以及颗粒速度等信息进行了分析。结果表明:颗粒在通过导叶区域时,运动轨迹与水流流向基本一致;颗粒与导叶发生碰撞位置主要集中于导叶背面入口处、导叶压力面中部和导叶背面出口处;颗粒粒径越小,跟随性越好,碰撞次数越少。试验结果可为扬矿电泵设计提供参考。  相似文献   

7.
深海扬矿泵导叶结构中粗颗粒运动特性研究   总被引:1,自引:0,他引:1  
扬矿泵作为深海采矿水力提升系统中的关键设备,其设计参数对安全、高效输送矿石有着重要作用。通过对扬矿泵导叶区域中的颗粒进行受力分析,建立受力方程和运动方程,从扬矿泵结构参数和输送参数两个方面来研究颗粒在扬矿泵导叶中的运动情况。研究结果表明:1)当颗粒粒径一定的条件下,相比于25°和30°的导叶进口安放角θ,15°~20°时颗粒将在更短的时间内以更快的速度与导叶壁面发生碰撞,这样对导叶的磨损更严重,但当θ大于25°时,导叶曲面弯曲过急,不利于颗粒过泵,因此,在此研究中选择导叶进口安放角为25°较合适;2)流道宽度小于3d_(max),颗粒与导叶碰撞位置越靠近导叶进口,碰撞时颗粒的速度越大,对泵的磨损越严重,流道宽度大于3d_(max),导叶的导流效果降低,综合考虑,选择流道宽度为3 d_(max)较佳;3)当水流速度在2~5 m/s时,颗粒与导叶碰撞瞬间,水流速度大的工况下,颗粒会以更大的速度与导叶碰撞,这样对机械的磨损更严重;4)细颗粒不容易与导叶碰撞,同一流速下,粒径越大的颗粒在导叶中的停留时间越长,会增加堵泵的概率。  相似文献   

8.
符瑜  肖红  夏建新 《海洋工程》2019,37(4):63-69
随着陆地金属资源的日益枯竭,深海矿产资源已经成为各国的重要战略目标。在深海采矿过程中,海底锰结核的形状除了圆球状,还有长条状等,颗粒形状对固液两相流管道输送特性具有很大影响。基于固液两相流垂直管道提升输送试验系统,探究不同工况下长条状颗粒在垂直上升流中最小输送速度的变化规律及特性,并得到了长条状群体颗粒最小输送速度计算公式。结果表明:长条状颗粒在垂直管道中上升过程中,颗粒中心轴与输送方向趋向于垂直,使颗粒在管道截面的投影面积最大化;长条状单颗粒的最小输送速度随着颗粒长径比增大而减小;在不同长径比工况下,随着管段颗粒平均浓度减小,长条状群体颗粒的最小输送速度均增大,且随着长径比增大,群最小输送速度减小。  相似文献   

9.
为研究颗粒体积分数对深海采矿提升泵工作性能影响,采用RNGκ-ε湍流模型与Hinze-Tchen颗粒湍流粘性系数模型,对提升泵内固液两相流进行数值模拟,比较不同的颗粒体积分数对提升泵内压力、颗粒浓度分布的影响,进而分析颗粒体积分数对扬程、效率等工作性能的影响,为提升泵的优化设计提供理论依据。研究结果表明:随着颗粒体积分数的增加,泵内浆体总压逐渐下降,扬程随之减小,叶片与导叶表面上平均颗粒浓度均有一定幅度的上升,颗粒与叶片、导叶表面之间以及颗粒间的碰撞几率增大,流体运动趋向更加复杂,流动更加絮乱,因而加大水力损失,降低泵的效率。实验表明数值模拟与实验结果基本吻合,证实了数值模拟方法的可行性及准确性。  相似文献   

10.
阳宁  周知进  唐达生  王钊 《海洋工程》2014,32(3):104-109
浸没于水中的粗颗粒管道输送系统,由于受到泵、内部两相流及外部流体三者的耦合激励,管道系统振动将对管道输送参数和安全稳定性产生严重影响。为了深入分析水下管道输送系统工作时振动的特性,设计了一套振动测试,对管道系统振动进行了测试,获取管道在不同工况下的时域波形,通过快速傅里叶变换对振动信号进行频谱分析。试验结果表明:随着输送体积浓度增加,X与Y方向的最大振动幅度随着体积浓度增大而增大,但是Z方向的最大振动幅度则是随着体积浓度增加而降低;同一输送浓度情况下,Y方向振动幅度最大,X方向次之,Z方向最小;随着输送浓度提高,流体紊流引起的管道振动加剧。这些结论将为深海采矿管道支撑结构设计和减振提供参考。  相似文献   

11.
Abstract

Metal minerals in deep sea are considered to be the most important mineral resources in the 21st century. With the development of science and technology, deep-sea mining has gained more and more attention, and the pipeline lifting method is the most promising for mining. It is particularly important to use the pump as a key component in the pipeline upgrading. In this paper, the DEM–CFD method is used to study the solid–liquid two-phase fluid flow in the Deep-Sea lifting motor pump. Data about the distribution of pressure on the suction surface and pressure surface as well as the distribution of particles in the pump under different rotation speed can be obtained. Tests verify the efficiency and head of the pump by numerical simulation. It provides a theoretical method for the study of solid–liquid two-phase fluid flow in deep-sea mining.  相似文献   

12.
The lifting motor pump is the core equipment of the deep-sea hydraulic pipeline lifting system, and its research results are one of the important technical reserves for the research and development of marine mineral resources. It is an essential capacity for lifting motor pump to allow coarse particles pass through the flow passages, to realize this requirement, an increased flowrate method is employed to design a wide flow passage for an innovative six-stage lifting motor pump. Based on Computational Fluid Dynamics (CFD), the anti-blocking performance of the lifting motor pump designed by the conventional method and the increased flowrate method are compared, which show that the latter is better than the former. Numerical simulations of the internal two-phase flow inside the innovative pump are presented, and the flow parameters such as pressure, velocity and particle trajectory are obtained. According to the design method of the six-stage lifting motor pump, a two-stage lifting motor pump is manufactured, and the relevant performance experiments are performed. The results obtained by numerical simulation is in a good agreement with the experimental ones, thus the validity and accuracy of the numerical model and method is verified. The innovative two-stage lifting motor pump can operate smoothly with low noise and no blockage occurs, and its performance meets the design goals and requirements.  相似文献   

13.
Abstract

The complex circumstances of deep-sea mining result in unexpected accidents. When a pump abruptly stops working during mining in deep seas, several tons of minerals need to be refluxed. The commonly used computational fluid dynamics (CFD) method cannot simulate the required reflux because the volume of particles is neglected. However, this parameter can be calculated using Discrete Element Method-computational fluid dynamics (DEM-CFD). Using this method, the movement of particles and the location of the blockage becomes evident. In this study, DEM-CFD was used to simulate the reflux of nodules of diameter d?≤?10, d?≤?20, and d?≤?50?mm with a volume concentration of 8%. The results indicated that particles of diameter d?≤?50?mm cannot be refluxed and they are likely to accumulate at the junction of the impeller and vanes. Thus, the diameter of the particles needs to be controlled for effective functioning of the lifting pumps, and prevent deep-sea mining accidents.  相似文献   

14.
Correction factors based on the catch ratios of egg and larval densities in the southern waters of Korea were estimated for anchovyEngraulis japonica. This was undertaken in order to adjust ichthyoplankton data from different sampling methods, gear types and time. Samples were collected during ichthyoplankton surveys in Korean waters from 1983 to 1994. The ratios for egg densities obtained in vertical tows with a NORPAC net (ring Φ, 45 cm) compared to those obtained in oblique tows with a KOB net (ring Φ, 80 cm) were 0.86 (CV = 0.65), 1.22 (CV = 0.36), and 0.93 (CV = 0.42) for early, middle, and later developmental stages, respectively. The ratios for larval densities for vertical and oblique tows varied depending on size. For yolk-sac and small larvae (< 4 mm), the ratios were 3.08 (CV = 0.45) and 1.98 (CV = 1.34), while those of 4-6 mm, 6-8 mm, and 8-10 mm larvae were 0.44 (CV = 1.31), 0.45 (CV = 1.70), and 0.56 (CV = 2.50), respectively. Ratios of day/night densities for larvae of 4-10 mm lengths were lower (0.01-0.06) in offshore catches than values obtained in coastal areas (0.44-0.46) and similar values (0.16-0.04) for vertical and oblique tows. Our results indicated that vertical towing is more efficient for sampling early life stages (from eggs to larvae less than 4 mm long), while oblique towing is more efficient for larvae longer than 4 mm due to depth preferences for each developmental stage (e.g., changes in egg buoyancy and vertical migration of larvae).  相似文献   

15.
董喆  刘少军  胡小舟  文豪  彭舸 《海洋工程》2018,36(3):110-116
针对具有颗粒粒级跨度大且粒径大特点的固液两相流系统,如深海采矿系统等,开发新型粗颗粒—均质浆体计算模型,该模型采用欧拉—拉格朗日计算法,大粒径颗粒视为固相粗颗粒,其余视为细颗粒与海水组成液相均质浆体。固—液相间滑移速度v_(slip)作为粗细颗粒划分标准,通过联立颗粒雷诺数Re_p,液相对颗粒绕流阻力系数C_d,颗粒粒径d_p等参数,得到滑移速度v_(slip)与颗粒粒径d_p的相关函数,获得粗细颗粒的划分粒径,进而得到两相流控制方程。利用CFD软件,使用该方法对粗颗粒固—液两相流垂直管提升系统进行仿真计算,并将所获得的仿真结果与已发表成果进行对比,发现数据较为吻合,从一定程度上验证了该计算模型的准确性。  相似文献   

16.
杨少鹏  拾兵  杨立鹏 《海洋工程》2020,38(1):154-161
基于泥沙突变理论,针对海底管线冲刷下泥沙的运动特征,建立恒定流作用下的泥沙起动模式,确定希尔兹数、无量纲参数、冲刷坑深度之间相互作用的非线性方程,推导了恒定流作用下海底管线冲刷坑深度的预测公式。将相同条件下该公式的计算结果与前人的试验资料进行了对比,可发现尽管计算结果存在一定的误差,但也基本能满足对冲刷坑深度的预测和判断,从而证明了泥沙突变模型在预测海底管线冲刷坑深度中的适用性。  相似文献   

17.
Estimating the impact forces exerted by a submarine debris flow on a pipeline is a challenge, and there is room for considerably more work to advance the state of the art. To this end, an experimental program was performed to investigate the impact on two pipeline installation scenarios: 1) suspended pipeline and 2) laid-on-seafloor pipeline. The results and observations from the experimental investigation are discussed. The definition of Reynolds number was modified for non-Newtonian fluids and an ad hoc method was developed to estimate the drag force exerted by an impact perpendicular to the pipe axis. The method may be used in prototype situations to estimate the drag force from submarine debris flow impact on pipelines. The experimental program was complemented by Computational Fluid Dynamics (CFD) analyses, the details of which are discussed in the accompanying paper.  相似文献   

18.
Abstract

The mechanism of local scour under two vibrating pipelines is investigated numerically in this research. A sediment scour model is adopted to estimate the motion of sediment. The general moving objects model, which is dynamically coupled with fluid flow, is set up to simulate the vortex-induced vibration (VIV) of the pipeline. The sediment scour model and pipeline vibration model are verified with the previous experimental results and show good agreement. Then, the coupling effects between the pipeline vibration and the local scour are investigated numerically. The effects of G/D (the ratio of the distance between the two pipelines to the diameter of the pipelines) on the local scour and the VIV of the pipeline are examined. The results indicate that the maximum scour depth under the vibrating pipelines is much larger than the scour depth under the fixed pipelines. Due to the shadowing effect of the upstream pipeline, the maximum scour depth under the upstream pipeline is deeper than that under the downstream pipeline. The pipeline vibration magnitude is closely related to the strength of the vortex that sheds behind the pipeline. The effect of G/D on the shape and strength of the vortices that shed behind the pipelines is significant.  相似文献   

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