胜利油田防震减灾信息管理及GIS系统数据库建设     

周斌  肖兰喜 《高原地震》2004,16(1):51-56

结合胜利油田暨东营市防震减灾示范区项目中基于GIS平台的防震减灾信息管理与辅助决策系统建设的经验,对该系统建设中的有关数据库建设问题进行了讨沦,并针对存在的技术问题提出了合理化改进建议。  相似文献   

Atypical size selection of captive school prawns,Metapenaeus macleayi,by three recreational fishing gears in south‐eastern Australia     

Matt K. Broadhurst  Russell B. Millar  Damian J. Young  Michael E. L. Wooden  Stuart Rowland 《新西兰海洋与淡水研究杂志》2013,47(5):755-766

Three manipulative experiments were done to estimate the selectivity of conventional and new sizes and configurations of mesh for school prawns, Metapenaeus macleayi, in three south‐eastern Australian recreational fishing gears (haul, push, and scoop nets). The treatment meshes examined were: (1) conventional‐sized, diamond‐shaped mesh used in all gears (20 mm in scoop nets and 30 mm in push and haul nets); (2) 30 mm in scoop nets; and (3) 40‐mm diamond‐ and (4) 23‐mm square‐shaped mesh in all gears. In all experiments, known quantities of school prawns (6–24 mm carapace length (CL)) were placed in purpose‐built enclosures, monitored to ensure no experimental‐induced stress (as measured by changes in L‐lactate in their haemolymph) and the replicate treatments of the various gear configurations deployed. Escapees from the various treatment nets were collected from the enclosures using fine‐meshed nets. Logistic selection curves were derived for all treatment nets and specific comparisons made within and among gears. All nets had 50% retention lengths (L₅₀) comparable to other penaeid‐catching gears with similar mesh sizes, but most had selection ranges (SRs) that were atypically inflated. The large SRs were attributed to a combination of factors that included the mesh geometry and towing speed of the gears and the behaviour of school prawns. The 20‐mm scoop net had the smallest selection parameters, retaining >99% of individuals larger than 13 mm CL. Mesh size in this gear would need to be increased to at least 30 mm to allow some maturing prawns (>18 mm CL) to escape.  相似文献   

响应面法优化热泵-热风联合干燥小黄鱼(Pseudosciaena polyactis)的节能参数     

孙嫒  谢超  何韩炼 《海洋与湖沼》2013,44(5):1257-1262

为了减少小黄鱼(Pseudosciaena polyactis)干燥过程的能耗, 在前期实验的基础上, 采用响应面分析法, 以单位能耗除湿值(SMER)和挥发性盐基总氮值(T-VBN)两者的综合指标Y为最终评价指标, 对热泵干燥阶段的温度A、分阶段干燥的转换点含水率B、后期热风干燥阶段的温度C三个条件进行优化, 模拟得到回归方程的预估模型。结果表明, 小黄鱼联合干燥的最优条件为热泵干燥温度A=50℃、转换点含水率B=32.62%和热风干燥温度C=44.01℃, 在此条件下比较热泵干燥(HPD)、热泵-热风联合干燥(HPD+AD)、热风干燥(AD)三种干燥方式下的样品品质和耗能, 联合干燥得到的小黄鱼干品质高于热风干燥, 而且干燥能耗降低了34.8%。  相似文献   

印尼热泉菌Bacillus sp. BI-3产琼胶酶的发酵条件优化     

沙玉杰  杨平平  何培青  李江  许媛  张曲 《海洋与湖沼》2013,44(5):1358-1364

采用响应面法对1株高产琼胶酶的印度尼西亚热泉菌Bacillus sp. BI-3的发酵条件进行优化。首先以温度、pH、不同碳源、不同氮源、不同金属离子及接种量作为唯一变量进行单因素实验, 筛选出对酶活有显著影响的单因素取值范围; 参考单因素实验结果, 采用Plackett-Burman实验设计筛选出影响酶活主要因素, 再利用Box-Behnken设计及响应面分析法进行回归分析以确定最佳发酵条件。结果表明, D-甘露糖、氯化锶和氯化钙与酶活存在着显著的相关性, 通过求解回归方程得到Bacillus sp. BI-3的发酵条件系统优化的结果为: 酵母粉0.3%、D-甘露糖0.66%、蛋白胨0.6%、氯化钙7.21mmol/L、氯化锶6.00mmol/L、氯化钠添加量6‰、培养温度为55℃、接种量1%、初始pH 6.0, 优化后发酵上清液的酶活达到6.0U/mL, 比优化前提高了2.4倍。  相似文献   

台湾岛附近海洋对0908号台风“莫拉克”的响应特征   总被引：1，自引：1，他引：0  

赖巧珍  马雷鸣  黄伟  吴立广 《海洋学报》2013,35(3):65-77

在模拟2009年登陆我国东部沿海的台风"莫拉克"的基础上,利用AVHRR/AMSR和SODA再分析数据和模拟结果,初步评估了GRAPES-ECOM海-气耦合模式(上海台风研究所基于GRAPES-TCM区域台风模式和ECOM海洋模式开发而成)模拟台风期间海洋响应的能力,并分析了台风期间台湾岛周围海域的海温、上升流、中尺度冷涡等的变化特点。分析结果表明,GRAPES-ECOM耦合模式较好地模拟了表层海温对台风的响应,与深水海洋响应比较,揭示了近海对台风响应的一些新特征:(1)在台湾以东海域,台风活动改变了黑潮海域海水的垂直运动,诱导黑潮南部沿岸上升流,而北部先于台风存在的上升流减弱,导致不同水深海温的最大降温位置都出现在路径左侧,与深海偏向路径右侧不同;(2)位于台湾岛东北面的彭佳屿冷涡因其形成与大陆架和黑潮有关,当台风在台湾以东洋面活动时,冷涡位于台风右前方,黑潮表层海水辐合流向大陆架,冷涡中心温度上升,强度减弱,当台风转折北上,冷涡位于台风东南侧,表层海水辐散,加强底层冷水上涌,从而增强了该冷涡的强度;(3)台风不仅加深了台湾海峡的混合层深度,还使得海水的垂直热力结构改变,并使整层海温趋于一致。  相似文献   

Field Study on the Behavior of Destructive and Non-Destructive Piles Under Compression     

Qian-qing Zhang  Shu-Cai Li  Li-Ping Li 《Marine Georesources & Geotechnology》2013,31(1):18-37

This paper presents a series of full-scale load tests on long bored piles instrumented with strain gauges along the shafts, including eight field tests of piles loaded to failure and one non-destructive pile load test. The load-displacement response, skin friction, end resistance, and the threshold of the pile-soil relative displacement for fully mobilizing skin resistance were discussed. A simple softening model was proposed to describe the degradation behavior of the skin friction along the pile-soil interface and the load-displacement relationship developed at the pile base. It is found that the shaft resistance degradation investigated in the non-destructive load test only occurs at a shallow depth, and the skin friction of deeper soil is not fully developed. However, unlike the results of the non-destructive load tests, the softening is accompanied by a reduction in skin friction and observed to be along the whole pile depth. The thresholds of pile-soil relative displacement for fully mobilizing skin resistances in different soils have been found to be in the range 0.6% to 2.4% of the pile diameter. Moreover, in practical applications, a bilinear model is assumed to be feasible in analyzing the load-settlement relationship developed at the end of non-destructive pile, whereas the load transmission curve of the soils below the pile base corresponds to a softening model in the field tests of piles loaded to failure.  相似文献   

Field and Theoretical Analysis on the Response of Destructive Pile Subjected to Tension Load     

Qian-Qing Zhang  Shu-Cai Li  Li-Ping Li 《Marine Georesources & Geotechnology》2013,31(1):12-22

Most field tests are carried out using working piles for verification purposes in China, and loading tests are terminated before achieving true pile capacity. In this work, two full-scale destructive loading tests on tension piles instrumented with strain gauges were conducted to capture true pile capacity. The load-displacement response, load transfer, and threshold of the pile-soil relative displacement for fully mobilizing skin resistance in the uplift case were discussed. It was found that the shaft resistance degradation is observed to be along the pile depth with a reduction factor of 0.905 to 0.931, and the thresholds of pile-soil relative displacement for fully mobilizing skin resistance of the tension pile in different soils are found to be in the range 0.67% to 1.34% of the pile diameter. Based on the field test results, a simple softening model was proposed to describe the degradation behavior of skin friction along the pile-soil interface. Further study was conducted to assess the influence of the threshold of pile-soil relative displacement for fully mobilizing skin friction and the reduction factor on the skin friction. As to the analysis of the response of single pile subjected to tension load, a highly effective iterative computer program was developed using the proposed skin friction softening model. Comparisons of the load-settlement response for the well-instrumented tests were given to demonstrate the effectiveness and accuracy of the proposed simple method.  相似文献   

响应面法优化南极菌Psychrobacter sp.B-3的发酵产糖条件          下载免费PDF全文

张曲  宋益民  李江 《海洋科学进展》2013,31(2)

为对南极菌Psychrobacter sp.B-3产胞外糖的发酵条件进行优化,以温度、pH、不同碳源、不同氮源、不同金属离子及海水配比作为唯一变量进行单因素实验,筛选出对产糖有显著影响的单因素取值范围;在此基础上,利用Plackett-Burman实验设计筛选出影响产多糖的3个主要因素,即酵母粉、陈海水配比和装液量.然后通过Box-Behnken实验设计及响应面分析法进行回归分析,得出了南极菌Psychrobacter sp.B-3发酵条件系统优化的结果为:酵母粉1.1 g/L,陈海水与自来水的配比为2:1,装液量为50％,蛋白胨6.0 g/L,接种量1.5％,培养时间64 h,BaCl20.03 g/L,温度10℃,转速150 r/min,pH为7.0.优化后发酵液中的糖含量由优化前的444 μg/mL提高到624 μg/mL,相比初始糖产量提高了40％.结果表明,响应面法可显著优化南极菌Psychrobacter sp.B-3液体发酵产胞外糖的条件.  相似文献   

畸形波作用下四立柱张力腿平台动力响应研究     

谷家扬  吕海宁  杨建民 《海洋工程》2013,31(5):25-36

介绍了畸形波生成的方法并对各种线性合成畸形波的效率进行了对比。选用改进的随机波加瞬态波的方法模拟强非线性波———"新年波"的波形。采用微元法对张力腿平台的立柱和浮筒进行离散,编制程序对张力腿平台在强非线性波作用下的耦合动力响应进行了数值模拟,重点比较分析了张力腿平台在随机波及畸形波中所受波浪力、平台动力响应、系泊系统张力特性及浪向角对平台运动的影响。研究表明:在"新年波"作用下,0°浪向时,平台在x和z方向所受波浪力较随机波增长了约1/4,纵荡、垂荡及纵摇响应值分别增加了33%,38%和12%,张力腿张力幅值增加约20%,位于平台四角的张力腿张力有所差异,相邻两根张力腿的张力差别不大,浪向角对平台运动响应、张力腿张力的影响畸形波大于随机波的作用。为今后考虑强非线性波浪影响时张力腿平台的设计提供了借鉴和参考。  相似文献   

一种稀疏降噪自编码神经网络影像变化检测方法     

王斌  罗莉  刘金沧  黄小川  雷雳 《测绘与空间地理信息》2022,45(1):40-44

采用粤西2018—2019年优于0.5 m地理国情监测影像,结合2018年矢量化地表覆盖分类成果,使用稀疏降噪自编码神经网络深度学习方法,首先选取BJ、GF、ZY等各类高分辨率遥感影像训练生成多传感器训练模型;其次利用PCA主成分分析提取样本数据最大特征,实现样本数据白化降维;最后采用tanh函数作为神经元激活函数,选...  相似文献