|Table of Contents|

Simulation of crane ship’s ballast system based on well cluster theory(PDF)

《交通运输工程学报》[ISSN:1671-1637/CN:61-1369/U]

Issue:
2016年02期
Page:
82-89
Research Field:
载运工具运用工程
Publishing date:

Info

Title:
Simulation of crane ship’s ballast system based on well cluster theory
Author(s):
DONG Zhi-hui1 HAN Duan-feng1 LIN Xiao-jie2 YUAN Li-hao1 ZAN Ying-fei1
1. School of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001, Heilongjiang, China; 2. COOEC Subsea Technology Co., Ltd., Shenzhen 518067, Guangdong, China
Keywords:
ship engineering crane ship ballast system well cluster theory pipe network dynamic transferring real-time simulation
PACS:
U664.8
DOI:
-
Abstract:
The virtual well cluster system and pipe network structure model of crane ship’s ballast system were established, the calculation methods of node’s water head and flow rate were analyzed, the calculation equation of pressure drop loss of pipe was researched, and the open degrees of valves and the special nodes such as pumps were considered. The flow rate-water head matrix equation of pipe network was built, and the water heads of nodes were calculated by using matrix partitioning and iteration methods. The pre-transferring routine of actual flow path was calculated in order to improve the calculation efficiency of matrix equation. The simulation system was built based on a crane ship’s ballast system, and the man-computer interactive operation of pipe network was implemented, and the working status of system was monitored real-timely. In simulation experiment, the open degrees of valves were set as 1.0 or 0.5 in different cases respectively, the output flow rate of ballast pump was 3 500 m3·h-1, and the flow was transferred into 6 ballast tanks including 8P, 8S, 6P, 6S, 4P, 4S. Simulation result indicates that when the open degrees of all valves are set as 1.0, the flow rates of 6 ballast tanks are 603.73, 603.73, 605.88, 605.88, 540.39 and 540.39 m3·h-1 respectively, and the flow rate is inversely proportional to the length of pipe network. When the open degrees of valves of 8P and 8S are both adjusted to 0.5, the flow rate of 6 ballast tanks are 484.87, 484.87, 670.19, 670.19, 594.94 and 594.94 m3·h-1 respectively. Obviously, the flow rate is sensitive to the open degrees of valves, and the open degrees has more impact on the flow rates of adjacent nodes, which has a high agreement degree to the actual system. The convergence rate of algorithm is high, and the calculation values of flow rate closely approach steady solution after circulation of 5 times. 1 tab, 17 figs, 22 refs.

References:

[1] YUN S N, HAM Y B, TANAKA Y, et al. New circuit strategy of the variable ballast system for a deep sea submersible[C]∥IEEE. 2015 International Conference on Fluid Power and Mechatronics. New York: IEEE, 2015: 514-517.
[2] XIAO Jian-wei, WANG Kai-po, WANG Ya-nan, et al. Studies on loading experiment scheme for heavy duty floating crane[J]. Ship Engineering, 2011, 33(5): 83-85.
[3] WILSON W, CHANG P, VEROSTO S, et al. Computational and experimental analysis of ballast water exchange[J]. Naval Engineers Journal, 2006, 118(3): 25-36.
[4] ARMSTRONG G. Ballast system design for flow-through exchange of ballast water[J]. International Maritime Technology, 1997, 109(3): 257-269.
[5] QIU Zhong-liang. Design and research on a variable ballast system for deep-sea manned submersibles[J]. Journal of Marine Science and Application, 2008, 7(4): 255-260.
[6] GOMES C F S. Using MCDA methods THOR in an application for outranking the ballast water management options[J]. Pesquisa Operacional, 2005, 25(1): 11-28.
[7] 张显库,金一丞,尹 勇.半潜船航海模拟器的压载水系统仿真[J].中国航海,2008,31(3):230-235.ZHANG Xian-ku, JIN Yi-cheng, YlN Yong. Simulation of ballast water system in the navigation simulator for semi-submersible heavy lift vessels[J]. Navigation of China, 2008, 31(3): 230-235.(in Chinese)
[8] 肖 民,乔红宇,姚寿广.船舶压载水系统的有限元仿真与监控界面设计[J].哈尔滨工程大学学报,2008,29(8):862-866.XIAO Min, QIAO Hong-yu, YAO Shou-guang. FEM simulation of ballast water system in ships and a design of monitoring and control interface[J]. Journa of Harbin Engineering University, 2008, 29(8): 862-866.(in Chinese)
[9] 吕治慧.LNG船液货装卸模拟器中稳性计算及仿真[D].大连:大连海事大学,2015.LU Zhi-hui. Stability calculation and simulation for liquid cargo handling simulator of LNG carrier[D]. Dalian: Dalian Maritime University, 2015.(in Chinese)
[10] 白青壮,杨国豪,徐轶群.半潜船滚装重大件压载水调节可视化研究[J].集美大学学报:自然科学版,2013,18(2):119-123.BAI Qing-zhuang, YANG Guo-hao, XU Yi-qun. Research on the visual simulation of ballast water adjustment for a semi-submerged heavy lift vessel in rolling based on vega prime[J]. Journal of Jimei University: Natural Science, 2013, 18(2): 119-123.(in Chinese)
[11] 周根明,吴如坤.维修母船最稳要求下的配载方法分析[J].河南科技,2015,5:40-41.ZHOU Gen-ming, WU Ru-kun. Research on the loading method about mother ship maintenance with stability[J]. Journal of Henan Science and Technology, 2015, 5: 40-41.(in Chinese)
[12] ARVIND K. Impact of passive heave compensator on offshore lifting[J]. Journal of Shipping and Ocean Engineering, 2015, 5(4): 166-180.
[13] NAM B W, HONG S Y, KIM Y S, et al. Effects of passive and active heave compensators on deepwater lifting operation[J]. International Journal of Offshore and Polar Engineering, 2013, 23(1): 33-37.
[14] TANIDA K, SUZUKI T, YASUDA T, et al. Active heave compensator for heavy hanging body suspended from offshore floating unit[J]. Journal of the Japan Society of Naval Architectsand Ocean Engineers, 1994, 1994(176): 145-152.
[15] 乔红宇,杨泽宇.船舶压载水监控系统设计[J].中国航海,2010,33(2):23-26.QIAO Hong-yu, YANG Ze-yu. Design of marine ballast monitor and control system[J]. Navigation of China, 2010, 33(2): 23-26.(in Chinese)
[16] 吴杰长,庞之洋,梁述海.基于仿真支撑系统和组态软件平台的舰船轮机仿真训练模拟器研究[J].系统仿真学报,2004,16(3):605-607.WU Jie-chang, PANG Zhi-yang, LIANG Shu-hai. Research on the development of ship’s propulsion plant simulator based on simulation support software and configuration software[J]. Journal of System Simulation, 2004, 16(3): 605-607.(in Chinese)
[17] 刘志春,朱永全.任意排列的承压-潜水完整型干扰井群计算理论及应用[J].岩石力学与工程学报,2004,23(19):3359-3364.LIU Zhi-chun, ZHU Yong-quan. Calculation theory of integrated and arbitrarily arranged interferential wells bearing pressure under water and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(19): 3359-3364.(in Chinese)
[18] 刘建续,王俊锋,王 旭.井群树状管网输水水力调节方式研究[J].地下水,2012,34(2):100-102.LIU Jian-xu, WANG Jun-feng, WANG Xu. Well field research of tree pipe network hydraulic regulation of water[J]. Ground Water, 2012, 34(2): 100-102.(in Chinese)
[19] 王 中,陈 卓.输水管道水力损失的计算及其影响因素分析[J].土木建筑工程信息技术,2012,4(3):19-25.WANG Zhong, CHEN Zhuo. The aqueduct hydraulic loss calculation and its influencing factor analysis[J]. Journal of Information Technology in Civil Engineering and Architecture, 2012, 4(3): 19-25.(in Chinese)
[20] 刘平昌.船闸阀门后廊道突扩体型阻力系数研究[J].重庆交通学院学报,1998,17(3):25-30.LIU Ping-chang. Study on resistance coefficient of the culvert sudden enlargement type behind the valve in ship lock[J]. Journal of Chongqing Jiaotong Institute, 1998, 17(3): 25-30.(in Chinese)
[21] 刘炜慧,贾惠春,凌 静.“海洋石油201”压载系统分析[J].船海工程,2013,42(2):29-31.LIU Wei-hui, JIA Hui-chun, LING Jing. Analysis of ballast system for “HAI YANG SHI YOU 201”[J]. Ship and Ocean Engineering, 2013, 42(2): 29-31.(in Chinese)
[22] 许文兵.深水铺管起重船“海洋石油201”研制[J].中国造船,2014,55(1):208-215.XU Wen-bing. Development of deepwater pipelay crane vessel “HAI YANG SHI YOU 201”[J]. Shipbuilding of China, 2014, 55(1): 208-215.(in Chinese)

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Last Update: 2016-04-20