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基于鱼类栖息地盐度需求的汛期河口生态需水研究 被引量:2
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作者 彭涛 陈晓宏 +2 位作者 王高旭 陈志和 杜建 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2012年第1期56-62,共7页
海河流域枯水期中下游河道基本干涸,汛期来水基本上是河口全年生态维持水量的惟一来源。根据汛期河口水生态系统的特点,选择鱼类为河口水生态系统的关键种群,以盐度作为关键生态因子,构建基于生态学和水动力学的汛期河口生态需水计算模... 海河流域枯水期中下游河道基本干涸,汛期来水基本上是河口全年生态维持水量的惟一来源。根据汛期河口水生态系统的特点,选择鱼类为河口水生态系统的关键种群,以盐度作为关键生态因子,构建基于生态学和水动力学的汛期河口生态需水计算模型。以海河流域漳卫新河河口为例,采用改进熵值法进行河口及邻近海域鱼类优先保护次序评价,确定蓝点马鲛(Scomberomorus niphonius)和半滑舌鳎(Cynoglossus semilaevis)作为优先保护对象。在此基础上,运用1维水流和盐度数学模型模拟河口盐度与流量相关关系,以优先保护鱼类产卵和育幼的适宜盐度为控制条件,计算得到汛期漳卫新河河口最小和适宜生态流量分别为10.1、57.5 m3/s,揭示水动力特性变化导致鱼类栖息地盐度及其生态需水的变化规律。 展开更多
关键词 鱼类栖息地 盐度因素 生态需水量 汛期 数值模拟 漳卫新河河口
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Interaction of temperature and salinity on the expression of immunity factors in different tissues of juvenile turbot Scophthalmus maximus based on response surface methodology 被引量:5
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作者 黄智慧 马爱军 +5 位作者 王新安 雷霁霖 李伟业 王婷 杨志 曲江波 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2015年第1期28-36,共9页
Central Composite Design(CCD) and response surface methodology were used in the experiment to examine the combined effect of temperature(16-28℃) and salinity(18-42) on Hsp70 and IgM genes expression levels in turbot(... Central Composite Design(CCD) and response surface methodology were used in the experiment to examine the combined effect of temperature(16-28℃) and salinity(18-42) on Hsp70 and IgM genes expression levels in turbot(Scophthalmus maximus) liver and kidney.The results showed that the coefficients of determination(R^2=0.965 2 for liver Hsp70,0.972 9 for kidney Hsp70,0.921 for liver IgM and 0.962 1 for kidney IgM) and probability values(P<0.01) were significant for the regression model.The interactive effect between temperature and salinity on liver Hsp70,kidney Hsp70 and liver IgM were not significant(P>0.05),while the interactive effect between temperature and salinity on kidney IgM was significant(P<0.01).The model equation could be used in practice for forecasting Hsp70 and IgM genes expression levels in the liver and kidney of juvenile turbot via applying statistical optimization of the response of interest,at which the maximum liver Hsp70,kidney Hsp70,liver IgM and kidney IgM of1.48,1.49,2.48,and 1.38,respectively,were reached.The present model may be valuable in assessing the feasibility of turbot farming at different geographic locations and,furthermore,could be a useful reference for scientists studying the immunity of turbot. 展开更多
关键词 turbot (Scophthalmus maximus) response surface methodology (RSM) Central CompositeDesign (CCD) HSP70 immunoglobulin M (IgM)
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Stability analysis of the pillars between bedded salt cavern gas storages by cusp catastrophe model 被引量:2
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作者 WANG TongTao YAN XmangZhen +1 位作者 YANG HengLin YANG XiuJuan 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第6期1615-1623,共9页
The failure of pillars between bedded salt cavern gas storages can be seen as processes that the deformations of pillars convert from continuous gradual change system to catastrophe state,which are typical nonlinear c... The failure of pillars between bedded salt cavern gas storages can be seen as processes that the deformations of pillars convert from continuous gradual change system to catastrophe state,which are typical nonlinear catastrophe problems.In the paper,the cusp catastrophe model is proposed to obtain the stability factors of pillars.It can overcome the shortages of traditional strength reduction finite element method(SR FEM) and greatly improve the accuracy of stability factors obtained by numerical simulations.The influences of cavern depth,gas pressure,pillar width,and time on the stability factors are studied.Y-1 and Y-2 salt cavern gas storages,located at Jiangsu province of China,were simulated as examples.The stability factors of pillars between Y-1 and Y-2 were evaluated,and the running parameters were recommended to ensure the pillars stability.The results showed that the cusp catastrophe model has high practicability and can precisely predict the stability factors.The stability factors are equidirectional with the increase of gas pressure and pillar width,but reverse to the increase of cavern depth and time.The stability factors of pillars between Y-1 and Y-2 are small for narrow widths,which are influenced greatly by gas pressure,time,pressure difference,and gas production rate.In order to ensure the safety of pillars,the lowest gas pressure,safe running time,max.pressure difference and max.gas production rate of Y-1 and Y-2 were recommended as 7 MPa,5 years,3 MPa,and 0.50 MPa/d,respectively. 展开更多
关键词 salt cavern gas storages pillar stability cusp catastrophe model stability factor numerical simulation
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