期刊文献+
共找到2,034篇文章
< 1 2 102 >
每页显示 20 50 100
Metal Sealing Performance of Subsea X-tree Wellhead Connector Sealer 被引量:13
1
作者 ZHAO Honglin CHEN Rui +5 位作者 LUO Xiaolan DUAN Menglan LU Yinghui FU Guowei TIAN Hongping YE Daohui 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2015年第3期649-656,共8页
The metal sealing performance of subsea X-tree wellhead connectors is crucial for the safety and reliability of subsea X-trees. In order to establish the theoretical relation between metal sealing ring's contact stre... The metal sealing performance of subsea X-tree wellhead connectors is crucial for the safety and reliability of subsea X-trees. In order to establish the theoretical relation between metal sealing ring's contact stress and its structural parameters and working pressure, a mechanical analysis method for double-cone sealing of high pressure vessels is applied in analyzing the metal sealing ring under the condition of preload and operation. As a result, the formula of the unit sealing load for the metal sealing ring under operation with residual preload is shown in this paper, which ensures that the metal sealing ring has an excellent sealing effect and can prevent the metal sealing ring from yielding. Besides, while analyzing the sealing process of the metal sealing ring, the change rule of contact stress and working pressure is concluded here, putting forward that the structural parameters of the metal sealing ring are the major factors affecting the change rule. Finally, the analytical solution through theoretical analysis is compared with the simulation result through finite element analysis in a force feedback experiment, and both are consistent with each other, which fully verifies for the design and calculation theory on metal sealing ring's contact stress and its structural parameters and working pressure deduced in this paper. The proposed research will be treated as an applicable theory guiding the design of metal seal for subsea X-tree wellhead connectors. 展开更多
关键词 sealing ring metal sealing mechanical analysis subsea x-tree wellhead connector subsea x-tree
下载PDF
Risk Assessment of Deep-Water Horizontal X-Tree Installation 被引量:1
2
作者 MENG Wen-bo FU Guang-ming +3 位作者 HUANG Yi LIU Shu-jie HUANG Liang GAOYong-hai 《China Ocean Engineering》 SCIE EI CSCD 2024年第2期210-220,共11页
Due to the high potential risk and many influencing factors of subsea horizontal X-tree installation,to guarantee the successful completion of sea trials of domestic subsea horizontal X-trees,this paper established a ... Due to the high potential risk and many influencing factors of subsea horizontal X-tree installation,to guarantee the successful completion of sea trials of domestic subsea horizontal X-trees,this paper established a modular risk evaluation model based on a fuzzy fault tree.First,through the analysis of the main process oftree down and combining the Offshore&Onshore Reliability Data(OREDA)failure statistics and the operation procedure and the data provided by the job,the fault tree model of risk analysis of the tree down installation was established.Then,by introducing the natural language of expert comprehensive evaluation and combining fuzzy principles,quantitative analysis was carried out,and the fuzzy number was used to calculate the failure probability of a basic event and the occurrence probability of a top event.Finally,through a sensitivity analysis of basic events,the basic events of top events significantly affected were determined,and risk control and prevention measures for the corresponding high-risk factors were proposed for subsea horizontal X-tree down installation. 展开更多
关键词 subsea horizontal x-tree risk assessment fuzzy fault tree modular risk evaluation model
下载PDF
Remaining Useful Life Prediction Method for Multi-Component System Considering Maintenance:Subsea Christmas Tree System as A Case Study 被引量:1
3
作者 WU Qi-bing CAI Bao-ping +5 位作者 FAN Hong-yan WANG Guan-nan RAO Xi GE Weifeng SHAO Xiao-yan LIU Yong-hong 《China Ocean Engineering》 SCIE EI CSCD 2024年第2期198-209,共12页
Maintenance is an important technical measure to maintain and restore the performance status of equipment and ensure the safety of the production process in industrial production,and is an indispensable part of predic... Maintenance is an important technical measure to maintain and restore the performance status of equipment and ensure the safety of the production process in industrial production,and is an indispensable part of prediction and health management.However,most of the existing remaining useful life(RUL)prediction methods assume that there is no maintenance or only perfect maintenance during the whole life cycle;thus,the predicted RUL value of the system is obviously lower than its actual operating value.The complex environment of the system further increases the difficulty of maintenance,and its maintenance nodes and maintenance degree are limited by the construction period and working conditions,which increases the difficulty of RUL prediction.An RUL prediction method for a multi-omponent system based on the Wiener process considering maintenance is proposed.The performance degradation model of components is established by a dynamic Bayesian network as the initial model,which solves the uncertainty of insufficient data problems.Based on the experience of experts,the degree of degradation is divided according to Poisson process simulation random failure,and different maintenance strategies are used to estimate a variety of condition maintenance factors.An example of a subsea tree system is given to verify the effectiveness of the proposed method. 展开更多
关键词 remaining useful life Wiener process dynamic Bayesian networks maintenance subsea Christmas tree system
下载PDF
Combinatorial reasoning-based abnormal sensor recognition method for subsea production control system
4
作者 Rui Zhang Bao-Ping Cai +3 位作者 Chao Yang Yu-Ming Zhou Yong-Hong Liu Xin-Yang Qi 《Petroleum Science》 SCIE EI CAS CSCD 2024年第4期2758-2768,共11页
The subsea production system is a vital equipment for offshore oil and gas production.The control system is one of the most important parts of it.Collecting and processing the signals of subsea sensors is the only way... The subsea production system is a vital equipment for offshore oil and gas production.The control system is one of the most important parts of it.Collecting and processing the signals of subsea sensors is the only way to judge whether the subsea production control system is normal.However,subsea sensors degrade rapidly due to harsh working environments and long service time.This leads to frequent false alarm incidents.A combinatorial reasoning-based abnormal sensor recognition method for subsea production control system is proposed.A combinatorial algorithm is proposed to group sensors.The long short-term memory network(LSTM)is used to establish a single inference model.A counting-based judging method is proposed to identify abnormal sensors.Field data from an offshore platform in the South China Sea is used to demonstrate the effect of the proposed method.The results show that the proposed method can identify the abnormal sensors effectively. 展开更多
关键词 Abnormal sensor Combinatorial algorithm Fault identification subsea production control system
下载PDF
Splash Zone Dynamic Analysis of A Suspended Semi-Submerged Subsea Module for Irregular Waves
5
作者 ZAN Ying-fei GUO Rui-nan +3 位作者 LI Feng LIU Pei-lin HUANG Fu-xiang TIAN Li-feng 《China Ocean Engineering》 SCIE EI CSCD 2023年第2期258-271,共14页
Experimental and numerical studies on the dynamic cable tension of a subsea module during semi-submerged hoisting tests are performed. The experiments are carried out in irregular waves and the time-domain numerical s... Experimental and numerical studies on the dynamic cable tension of a subsea module during semi-submerged hoisting tests are performed. The experiments are carried out in irregular waves and the time-domain numerical simulations are conducted using the software “Simulation of Marine Operations”. The numerical formulation is validated through a comparison with experimental test measurements. The effects of the significant wave height, spectral peak period,and wave direction on the dynamic effect in the main sling and sub-slings are then investigated numerically. The relationship between the wave parameters and the dynamic effect is identified in the time and frequency domains,enabling the allowable sea states to be partially specified. The extreme dynamic effects in all slings under different wave conditions are estimated by using cumulative distribution functions of the Gumbel distribution. The results show that it is reasonable to model a complex subsea module via slender elements and depth-dependent coefficients in simulations of offshore operations. Lowering operations are safer if the wave height is 1 m and the wave period is larger than 8 s because the wave steepness is sufficient for the maximum possible dynamic effect to remain below 0.9. The dynamic tension may decrease when the wave direction is approximately 150°. It is dangerous for subsea modules to encounter lateral waves while entering the water because large overloads and underloads in the extreme dynamic tension may cause snap loads to occur and the slings to become slack. 展开更多
关键词 splash zone subsea module cavity shell time-domain simulation dynamic effect
下载PDF
Subsea Compensation of Pressure Based on Reducer Bellows
6
作者 Shihong Xiao Shichao Zhou +2 位作者 Linlin Yue Xianyou He Maolin Xiang 《Fluid Dynamics & Materials Processing》 EI 2023年第10期2549-2567,共19页
In this study,the pressure compensation mechanism of a reducer bellows is analyzed.This device is typically used to reduce the size of undersea instruments and improve related pressure resistance and sealing capabilit... In this study,the pressure compensation mechanism of a reducer bellows is analyzed.This device is typically used to reduce the size of undersea instruments and improve related pressure resistance and sealing capabilities.Here,its axial stiffness is studied through a multi-fold approach based on theory,simulations and experiments.The results indicate that the mechanical strength of the reducer bellows,together with the oil volume and temperature are the main factors influencing its performances.In particular,the wall thickness,wave number,middle distance,and wave height are the most influential parameters.For a certain type of reducer bellows,the compensation capacity attains a maximum when the wave number ratio is between 6:6 and 8:4,the wall thickness is 0.3 mm,and the wave height is between 4–5 mm and 5–6 mm.Moreover,the maximum allowable ambient pres-sure of the optimized reducer bellows can reach 62.6 MPa without failure,and the maximum working water depth is 6284 m. 展开更多
关键词 subsea reducer bellows pressure compensation compressible fluid mechanical strength
下载PDF
Lateral bearing characteristics of subsea wellhead assembly in the hydrate trial production engineering
7
作者 Jing Zeng Wen-wei Xie +8 位作者 Bei-bei Kou Jing-an Lu Xing-chen Li De-jun Cai Hao-xian Shi Ke-wei Zhang Hua-qing Liu Jin Li Bo Li 《China Geology》 CAS CSCD 2023年第3期455-465,共11页
Conductor and suction anchor are the key equipment providing bearing capacity in the field of deep-water drilling or offshore engineering,which have the advantages of high operation efficiency and short construction p... Conductor and suction anchor are the key equipment providing bearing capacity in the field of deep-water drilling or offshore engineering,which have the advantages of high operation efficiency and short construction period.In order to drill a horizontal well in the shallow hydrate reservoir in the deep water,the suction anchor wellhead assembly is employed to undertake the main vertical bearing capacity in the second round of hydrate trial production project,so as to reduce the conductor running depth and heighten the kick-off point position.However,the deformation law of the deep-water suction anchor wellhead assembly under the moving load of the riser is not clear,and it is necessary to understand the lateral bearing characteristics to guide the design of its structural scheme.Based on 3D solid finite element method,the solid finite element model of the suction anchor wellhead assembly is established.In the model,the seabed soil is divided into seven layers,the contact between the wellhead assembly and the soil is simulated,and the vertical load and bending moment are applied to the wellhead node to simulate the riser movement when working in the deep water.The lateral bearing stability of conventional wellhead assembly and suction anchor wellhead assembly under the influence of wellhead load is discussed.The analysis results show that the bending moment is the main factor affecting the lateral deformation of the wellhead string;the anti-bending performance from increasing the outer conductor diameter is better than that from increasing the conductor wall thickness;for the subsea wellhead,the suction anchor obviously improves the lateral bearing capacity and reduces the lateral deformation.The conduct of the suction anchor wellhead assembly still needs to be lowered to a certain depth that below the maximum disturbed depth to ensure the lateral bearing stability,Thus,a method for the minimum conductor running depth for the suction anchor wellhead assembly is developed.The field implementations show that compared with the first round of hydrate trial production project,the conductor running depth is increased by 9.42 m,and there is no risk of wellhead overturning during the trial production.The method for determining the minimum conductor running depth in this paper is feasible and will still play an important role in the subsequent hydrate exploration and development. 展开更多
关键词 Natural gas hydrate Deep-water subsea wellhead Suction anchor Wellhead stability 3D solid finite element method Hydrate trial exploration engineering Natural gas hydrate trial production Shenhu area The South China Sea
下载PDF
海底电缆动态疲劳试验方法研究
8
作者 黄小卫 冯宾 +5 位作者 傅明利 贾磊 郭强 陈云 岑贞锦 惠宝军 《中国测试》 CAS 北大核心 2024年第8期79-85,共7页
海底电缆安装敷设与在位运行期间承受长期、复杂的动态荷载,容易发生疲劳失效。针对悬跨海底电缆动态行为复杂,缺乏模拟海底电缆与海床脱离点处疲劳试验方法的问题,该文搭建悬跨海底电缆与海床接触的原型疲劳试验装置,开发悬跨海底电缆... 海底电缆安装敷设与在位运行期间承受长期、复杂的动态荷载,容易发生疲劳失效。针对悬跨海底电缆动态行为复杂,缺乏模拟海底电缆与海床脱离点处疲劳试验方法的问题,该文搭建悬跨海底电缆与海床接触的原型疲劳试验装置,开发悬跨海底电缆疲劳试验方法,开展内部疲劳失效发生层动态应变信息测量方法研究。结果表明:动态疲劳试验能够准确模拟海底电缆疲劳受力状态并还原其在振动荷载下的结构响应,试验过程中的加载拉力误差低于15%,加载曲率误差低于10%,对海底电缆内部铅护套层的应变测量误差低于10%。该文提出的动态疲劳试验方法对海底电缆的结构失效验证具有很好的参考价值。 展开更多
关键词 海底电缆 悬跨 原型疲劳试验 应变测量
下载PDF
深水半潜式钻井平台水下设备作业虚拟仿真教学平台构建
9
作者 尹邦堂 李壮 +3 位作者 李爱华 徐加放 张洋洋 付光明 《实验室研究与探索》 CAS 北大核心 2024年第6期72-78,共7页
深水油气钻井与陆地及浅水的同类作业存在显著差异,给海洋油气工程专业学生的现场实习、实践带来了诸多困难。为加深学生对深水油气钻井工程装备的认知,采用虚拟仿真技术,构建还原度高、实战性强的深水半潜式钻井平台水下设备作业虚拟... 深水油气钻井与陆地及浅水的同类作业存在显著差异,给海洋油气工程专业学生的现场实习、实践带来了诸多困难。为加深学生对深水油气钻井工程装备的认知,采用虚拟仿真技术,构建还原度高、实战性强的深水半潜式钻井平台水下设备作业虚拟仿真教学平台,实现隔水管运移存储及下放、隔水管与上部升沉补偿装置及底部立管总成的连接、水下防喷器结构及安装等功能,帮助学生在无需前往深水平台的前提下、在虚拟环境中系统掌握水下设备的操控方法及作业程序,提升学生的深水钻井作业的工程实践能力。 展开更多
关键词 深水半潜式钻井平台 隔水管 防喷器 虚拟仿真 工程实践
下载PDF
跨斜滑断层非埋设海底管道局部屈曲分析
10
作者 余志兵 何杨 +2 位作者 王波 高嵩 李阳 《船海工程》 北大核心 2024年第3期120-124,130,共6页
利用有限元软件ABAQUS,建立跨斜滑断层非埋设海底管道数值分析模型,考虑管道材料非线性、几何大变形和管土非线性作用的影响,模拟跨斜滑断层海底管道在正常操作阶段的局部屈曲响应。针对管道壁厚、铺设残余张力、穿越断层角度等敏感性... 利用有限元软件ABAQUS,建立跨斜滑断层非埋设海底管道数值分析模型,考虑管道材料非线性、几何大变形和管土非线性作用的影响,模拟跨斜滑断层海底管道在正常操作阶段的局部屈曲响应。针对管道壁厚、铺设残余张力、穿越断层角度等敏感性参数变化下海管局部屈曲失效、侧向位移和轴向拉伸应变等进行分析,为跨斜滑断层非埋设海底管道的前期设计、安全评价、维修保护等提供参考。 展开更多
关键词 斜滑断层 海底管道 局部屈曲 残余张力 轴向拉伸应变
下载PDF
大连湾海底隧道透水式接岸结构对水体交换的影响
11
作者 韩涛 吕迎雪 +2 位作者 刘志远 何平 刘钊 《中国港湾建设》 2024年第4期5-9,共5页
在大连湾海底隧道工程中首次应用了透水式接岸结构,采用数值模拟的方法计算了大连湾海底隧道接岸结构施工后的流场和水体交换,并与传统的不透水方案计算结果进行了对比分析。研究结果表明:透水式接岸结构方案中水流会产生明显的横跨隧... 在大连湾海底隧道工程中首次应用了透水式接岸结构,采用数值模拟的方法计算了大连湾海底隧道接岸结构施工后的流场和水体交换,并与传统的不透水方案计算结果进行了对比分析。研究结果表明:透水式接岸结构方案中水流会产生明显的横跨隧道方向的流动,对隧道两侧的水体交换有改善的作用,更能促进周边水体交换。这种透水结构具有推广应用价值。 展开更多
关键词 透水结构 海底隧道接岸结构 水体交换
下载PDF
水下基盘SCM吊装工艺数字孪生实验系统设计
12
作者 伊鹏 张一驰 +3 位作者 李勇 张式鹏 梁西露 路兴涛 《实验技术与管理》 CAS 北大核心 2024年第6期110-115,共6页
为提高水下基盘SCM吊装的效率,解决实际设备吊装过程中人力监测难、成本高等问题,该文以水下基盘为实例,以SCM为实物,设计了一种数字孪生实验系统。在渲染软件中对在建模软件中建立的三维模型进行渲染,在开发软件中构建虚拟环境并编写... 为提高水下基盘SCM吊装的效率,解决实际设备吊装过程中人力监测难、成本高等问题,该文以水下基盘为实例,以SCM为实物,设计了一种数字孪生实验系统。在渲染软件中对在建模软件中建立的三维模型进行渲染,在开发软件中构建虚拟环境并编写程序。吊装过程的实际数据通过传感器测量并通过串口传回系统,实验系统实时处理传回数据并实时操控系统中虚拟模型的相对位置,实现了吊装SCM时数字模型和物理实体同态映射的目的,并通过实验验证了其有效性。 展开更多
关键词 水下基盘 SCM 吊装工艺 数字孪生
下载PDF
波流耦合影响下分层海床隧道周围砂土渗流孔压及液化分析
13
作者 张治国 陈金芃 +2 位作者 朱正国 PAN Y T 孙苗苗 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第4期683-693,共11页
目前针对波浪作用下海底盾构隧道周围渗流场的既有理论研究一般将衬砌考虑为不透水介质,较少考虑隧道衬砌的渗透性,尤其是较少考虑波浪与海流共同作用对隧道的影响。此外,既有理论一般将海床视为均质且各向同性工况,忽略了实际情况下分... 目前针对波浪作用下海底盾构隧道周围渗流场的既有理论研究一般将衬砌考虑为不透水介质,较少考虑隧道衬砌的渗透性,尤其是较少考虑波浪与海流共同作用对隧道的影响。此外,既有理论一般将海床视为均质且各向同性工况,忽略了实际情况下分层海床的影响。首先,基于波流共同作用下的海床表面的动力边界条件,采用传递-反射矩阵法得到波流共同作用下自由分层海床的孔压响应;其次,采用镜像法建立了由于隧道存在引起的砂土摄动压力控制方程,并利用砂土与衬砌间渗流连续条件获得了该方程的Fourier级数展开解析解;接着,采用叠加原理得到了波流共同作用下分层海床中隧道周围砂土的渗流压力响应及液化判定解答。最后,将理论解析解与数值结果及已有的试验结果进行对比,获得了较好的一致性。此外,针对海床渗透性和隧道衬砌渗透性进行了影响因素分析。结果表明:海流顺流会增大海床中的孔压和液化程度,逆流会减小海床中的孔压并抑制海床的液化,且流速相同时海床对逆流响应的相对差异总体上也大于顺流;当分层海床上层渗透系数较大时(k+s>1×10^(-2)m/s),海床整体孔压较大,且第一次分层处孔压变化明显;当隧道衬砌渗透系数较小时(k+l<1×10^(-6)m/s),隧道对超静孔隙水压在海床内传播“阻挡”效应明显。 展开更多
关键词 海底盾构隧道 分层海床 波流耦合 渗流孔压 传递-反射矩阵法
原文传递
特长跨海公路隧道联络烟道间距优化设置研究——以青岛第二海底隧道为例
14
作者 刘健 《隧道建设(中英文)》 CSCD 北大核心 2024年第9期1874-1882,共9页
青岛第二海底隧道通过在隧道的南北线排烟道上纵向间隔设置联络烟道,将南北线烟道联通。由于目前尚无公路隧道设置联络烟道的案例可供参照,为研究联络烟道对公路隧道防排烟效果的影响,亟需明确在不同联络烟道间距下隧道内火灾温度场、... 青岛第二海底隧道通过在隧道的南北线排烟道上纵向间隔设置联络烟道,将南北线烟道联通。由于目前尚无公路隧道设置联络烟道的案例可供参照,为研究联络烟道对公路隧道防排烟效果的影响,亟需明确在不同联络烟道间距下隧道内火灾温度场、烟气蔓延情况、系统阻力等的分布规律,确定最优联络烟道间距。在现有评价指标烟气蔓延长度l_(60)、排烟效率η的基础上提出阻力削减率ξ,构建基于性能化的联络烟道间距优化评估模型;在调研全国各种隧道横通道间距设置配合形式后,采用Fluent软件模拟不同联络烟道间距下的烟流特性及数据。结果表明:1)联络烟道能有效降低排烟系统的阻力;2)随着联络烟道间距的缩短,烟气蔓延长度l_(60)由260 m缩小至180 m,排烟效率η由93.39%提升至97.80%,阻力削减率ξ由15.42%减小至2.20%;3)联络烟道间距为750 m和1500 m混合的设置方式能起到较好的排烟效果,此时继续缩短联络烟道间距对系统排烟能力提升有限。 展开更多
关键词 海底隧道 联络烟道 阻力削减率 排烟系统阻力
下载PDF
海底气液多相流混输管道电伴热的热能节省特性研究
15
作者 王凯 苑世宁 张超 《中国海上油气》 CAS CSCD 北大核心 2024年第4期221-229,共9页
针对海底气液混输管道面临的结蜡、胶凝、摩阻过大等流动安全保障问题,提出了热能较为节省的电伴热方式。相对于常见的平台加热方式,基于海管系统总的热平衡原理,采用微积分方法推导出了电伴热相对热耗率的数学解析式,澄清了影响电伴热... 针对海底气液混输管道面临的结蜡、胶凝、摩阻过大等流动安全保障问题,提出了热能较为节省的电伴热方式。相对于常见的平台加热方式,基于海管系统总的热平衡原理,采用微积分方法推导出了电伴热相对热耗率的数学解析式,澄清了影响电伴热热能节省效果的主要因素,证明了电伴热与平台加热在加热能耗方面的优劣,并探明了总传热系数等关键因素对电伴热热能节省特性的影响规律。结果表明:在确保质量流量、保温措施及出口温度均相同的条件下,电伴热的热耗总是小于平台加热的热耗,具体的热能节省效果仅跟总传热系数、输送距离、管径、质量流速、液相质量分数5个关键因素有关。电伴热相对热耗率与总传热系数和输送距离近似呈线性负相关关系,与管径和质量流速近似呈指数式正相关关系,与液相质量分数近似呈线性正相关关系。采用电伴热方式时,由于不需要额外掺水确保管道的“最小安全输量”,在极低输量条件下的热能节省效果将更加显著。本研究成果可为海底气液多相流混输管道电伴热的热能节省特性认知提供理论依据。 展开更多
关键词 海底管道 含蜡原油 电伴热 多相流 流动保障 加热能耗
下载PDF
基于高精度三维地震反射的水下隧道地质建模
16
作者 李凯 《铁道工程学报》 EI CSCD 北大核心 2024年第10期6-12,共7页
研究目的:工程地质模型的构建主要依赖大量钻孔资料和地质测绘成果,而由点状信息构建的三维地质模型易出现数据分布不均匀、盲区大的特点,水域桥隧工程勘察工作以二维线状勘探为主,严重依赖钻探,存在成本高、周期长、作业风险大等问题,... 研究目的:工程地质模型的构建主要依赖大量钻孔资料和地质测绘成果,而由点状信息构建的三维地质模型易出现数据分布不均匀、盲区大的特点,水域桥隧工程勘察工作以二维线状勘探为主,严重依赖钻探,存在成本高、周期长、作业风险大等问题,难以满足精细化、快速、高效地质建模需求。本文以甬舟铁路金塘海底隧道工程为依托,采用水域三维高精度地震反射波法对宁波端潜山发育区进行探测,充分利用地震反射地层解释、构造分析成果结合钻探数据通过井约束地质建模技术精确构建工区三维构造、属性地质模型,应用三维可视化技术实现工程实体与地质模型的融合分析,把复杂的地质构造与工程实体的空间关系表达出来,精确、立体地分析隧道洞身与地层、构造的接触情况,有效解决水域交通工程地质建模存在制约的问题。研究结论:(1)高精度三维地震反射勘探可以有效查明隧址区水底、第四系地层、下伏基岩(潜山)与不良地质构造(构造、破碎带)空间分布信息,为水域交通工程线状地质勘察提供了一种新思路;(2)三维地震反射勘探可以有效解决水域交通工程地质建模基础数据不充分、空间分布不均匀以及数据盲区问题,通过井约束地质建模技术可以有效提高建模精度,构建完整的水下空间地质模型,精确模拟地层、构造的形态、位置和空间接触关系,获得工区地层、构造和属性地质模型;(3)通过工程结构模型与精细三维地质模型融合分析,可以把复杂的地质构造与工程实体的空间关系通过三维可视化技术准确展示出来,直观分析隧道洞身岩土地质条件,为线路平纵断面设计方案优化、BIM设计、施工运维、风险决策提供可靠的依据和有力保障;(4)本研究结论可为水域工程勘察与地质建模提供参考。 展开更多
关键词 海底隧道 水域三维地震反射 地震解释 三维地质建模 隧道地质模型
下载PDF
浅水受限区水下油气田开发方案 被引量:1
17
作者 孟凡然 张重德 +3 位作者 曹永 张文龙 王刚 贾鹏 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2024年第4期779-785,共7页
针对国内浅水油气资源开发环境影响及空间受限等问题,本文提出了国产浅水水下生产系统的总体设计方案。通过对浅水水下生产系统关键设备结构进行分析,提出了一种满足受限区海域开发要求的环境友好型设计思路。结果表明:通过系统和总体... 针对国内浅水油气资源开发环境影响及空间受限等问题,本文提出了国产浅水水下生产系统的总体设计方案。通过对浅水水下生产系统关键设备结构进行分析,提出了一种满足受限区海域开发要求的环境友好型设计思路。结果表明:通过系统和总体布置的设计,国产浅水水下生产系统与深水相比在单体重量、作业方式、维护检修方面更加经济。 展开更多
关键词 浅水采油树 浅水水下控制模块 水下防护结构 浅水水下生产系统 水下管汇 湿插拔水下电连接器 水下湿插拔液压连接器 节流阀
下载PDF
基于插值修正ACER的脐带缆响应短期极值预测方法研究
18
作者 阎军 赵春雨 +3 位作者 苏琦 柴威 卢青针 杨志勋 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2024年第5期930-937,共8页
针对脐带缆在随机载荷作用下其响应难以准确预测的问题,本文提出了一种基于插值技术与平均条件超越率(average conditional exceedance rate,ACER)的海洋脐带缆响应极值预测方法。构造随机波浪荷载作用下脐带缆结构响应的数值模型,获取... 针对脐带缆在随机载荷作用下其响应难以准确预测的问题,本文提出了一种基于插值技术与平均条件超越率(average conditional exceedance rate,ACER)的海洋脐带缆响应极值预测方法。构造随机波浪荷载作用下脐带缆结构响应的数值模型,获取脐带缆关键位置处的张力与曲率响应时程数据。分别求解张力和曲率时间序列对应的1~4阶ACER函数值,选取合适阶数的ACER函数,采用三次样条插值与B样条插值技术对平均条件超越点的尾部区域进行插值。对插值曲线外推,实现在不同超越概率下脐带缆的结构响应极值预测。本方法适用于非独立同分布下的海洋脐带缆张力与曲率响应数据的极值预测,并利用Gumbel极值分布模型进行对比,讨论并验证本文所提方法在海洋脐带缆响应极值预测中的适用性。 展开更多
关键词 水下生产系统 脐带缆 随机载荷 极值预测 平均条件超越率 三次样条插值 B样条插值 Gumbel分布
下载PDF
水下控制模块安装工具结构设计与对接精度分析
19
作者 贾鹏 王佐 +4 位作者 井元彬 王文龙 马强 李世平 张锦埭 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2024年第3期543-551,共9页
水下控制模块是水下生产系统的关键部件,针对水下控制模块在水下如何精准、高效、安全地实现回收和再安装工作的问题,本文设计了一种水下控制模块安装工具。对此安装工具进行了机械结构的设计,将安装工具各部分结构在工作过程中的作用... 水下控制模块是水下生产系统的关键部件,针对水下控制模块在水下如何精准、高效、安全地实现回收和再安装工作的问题,本文设计了一种水下控制模块安装工具。对此安装工具进行了机械结构的设计,将安装工具各部分结构在工作过程中的作用进行了介绍。针对安装工具能够顺利完成水下控制模块的安装,基于安装工具各部分结构对接精度关系分析,通过数学建模与仿真分析,得到影响水下控制模块安装精度的原因,设计合理的安装精度参数。将仿真分析得到的数据与设计参数相比较,可证明水下控制模块的结构设计能满足水下控制模块的对接定位精度要求。结果表明:各精度参数满足水下控制模块安装工具设计要求,在此设计参数下安装工具能够完成水下控制模块的精确安装。 展开更多
关键词 水下控制模块 安装工具 结构设计 安装精度 数学建模 仿真分析 对接精度分析 精确安装
下载PDF
海底泥浆举升钻井系统钻遇天然气水合物时的动态风险分析
20
作者 王川 陈秋帆 夏勇 《安全与环境学报》 CAS CSCD 北大核心 2024年第2期479-487,共9页
海底泥浆举升钻井(Subsea Mud Lift Drilling,SMD)系统属于双梯度钻井系统。在钻井过程中遇到天然气水合物层(Natural Gas Hydrate,NGH)时,NGH的分解和二次生成造成了重大的风险。为了预测风险事故,对环境因素和设备因素进行了分析。首... 海底泥浆举升钻井(Subsea Mud Lift Drilling,SMD)系统属于双梯度钻井系统。在钻井过程中遇到天然气水合物层(Natural Gas Hydrate,NGH)时,NGH的分解和二次生成造成了重大的风险。为了预测风险事故,对环境因素和设备因素进行了分析。首先,在建立蝴蝶结模型后,利用映射算法将其转化为贝叶斯网络(Bayesian Networks,BN);其次,考虑不确定性影响,在BN中进行不确定性建模;然后,考虑设备因素的动态不确定性,通过转移概率矩阵将建立的BN转化为不确定性动态贝叶斯网络(Uncertain Dynamic Bayesian Networks,UDBN)。此外,还利用模糊理论和专家判断来量化设备故障的先验概率。结果表明,钻遇NGH层时,钻井风险概率比正常工况下有所增加。由于有天然气水合物的影响,发生风险的概率也变得具有不确定性。 展开更多
关键词 安全工程 不确定性 动态贝叶斯网络 海底泥浆举升钻井 钻井风险 天然气水合物
原文传递
上一页 1 2 102 下一页 到第
使用帮助 返回顶部