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盐通式原电池的设计和应用 被引量:3
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作者 司大均 许力 +1 位作者 仁宗礼 赵玉玲 《实验室研究与探索》 CAS 北大核心 2011年第10期35-37,共3页
电化学实验中,原电池装置是影响实验效果的重要因素。为了进一步简化实验准备工作量,提高电化学实验效果,研制了盐通式原电池,阐述了盐通的功能和盐通式原电池的工作原理,并与盐桥式原电池进行了比较分析。盐通式原电池可应用于浓度、... 电化学实验中,原电池装置是影响实验效果的重要因素。为了进一步简化实验准备工作量,提高电化学实验效果,研制了盐通式原电池,阐述了盐通的功能和盐通式原电池的工作原理,并与盐桥式原电池进行了比较分析。盐通式原电池可应用于浓度、酸度对电极电位的影响;酸度对氧化还原反应方向的影响等实验。结果表明,盐通式原电池结构简单、使用方便、宜于保存,内阻低、功率高、电流平稳,实验效果好。盐通不但完全能够取代传统盐桥,而且性能大大优于盐桥。盐通式原电池是一种新的原电池,经过文献检索,国内外目前尚无同类装置,属于一种实用新型电化学实验装置。 展开更多
关键词 盐通 电化学 原电池 电极电位
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徐宿淮盐通铁路速度目标值研究 被引量:3
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作者 侯悦 《高速铁路技术》 2016年第2期65-68,共4页
速度目标值是铁路主要技术标准的核心,其内涵决定了基础设施、设备及各项配套设施标准的选择,直接影响到工程设备投资、客流量以及运营模式等,并关系铁路在区域内客运市场的竞争力,因此如何科学、合理、经济的确定速度目标值,是铁路项... 速度目标值是铁路主要技术标准的核心,其内涵决定了基础设施、设备及各项配套设施标准的选择,直接影响到工程设备投资、客流量以及运营模式等,并关系铁路在区域内客运市场的竞争力,因此如何科学、合理、经济的确定速度目标值,是铁路项目设计的重点。文章根据徐宿淮盐通铁路的等级,提出250 km/h、300 km/h和350 km/h 3种速度目标值方案,通过对其客流特点和相关规划的研究,确定该线合理的时间目标值,并通过旅客时间价值分析、相邻路网速度匹配、站间距与经济据点分布、主要技术标准分析、工程经济比较、财务分析比较等因素的综合比选,推荐徐宿淮盐通铁路选择250 km/h的速度目标值方案。 展开更多
关键词 速度目标值 客运专线 方案比选 徐宿淮盐通铁路
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盐通高铁与宁启铁路交叉并线区段GSM-R方案研究 被引量:7
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作者 葛伟涛 《铁路通信信号工程技术》 2021年第3期47-53,共7页
盐通高铁与宁启铁路在海安、如皋地区存在多处交叉并线,交叉并线区段GSM-R覆盖方案已成为铁路通信系统的设计重点和难点。对盐通高铁与宁启铁路交叉并线区段的G S M-R覆盖方案进行研究,并从建设投资、运营维护、网络优化、频率规划等方... 盐通高铁与宁启铁路在海安、如皋地区存在多处交叉并线,交叉并线区段GSM-R覆盖方案已成为铁路通信系统的设计重点和难点。对盐通高铁与宁启铁路交叉并线区段的G S M-R覆盖方案进行研究,并从建设投资、运营维护、网络优化、频率规划等方面分析各个方案的优缺点,最终提出工程实施方案,为今后类似工程提供了工程案例。 展开更多
关键词 盐通铁路 宁启铁路 GSM-R 交叉并线
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盐通铁路EPC总承包模式管理分析与总结 被引量:6
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作者 胡刚 《山西建筑》 2021年第5期177-179,共3页
结合盐通铁路EPC总承包项目管理实例,阐述了设计院作为EPC总承包单位的优势,包括设计的龙头优势,设计与施工的深度融合,设计技术创新等。同时分析总包项目管理过程中存在的问题及原因,并提出了相关改进建议,包括转变角色合作共赢、优化... 结合盐通铁路EPC总承包项目管理实例,阐述了设计院作为EPC总承包单位的优势,包括设计的龙头优势,设计与施工的深度融合,设计技术创新等。同时分析总包项目管理过程中存在的问题及原因,并提出了相关改进建议,包括转变角色合作共赢、优化设计提升品质、培养人才健全机制,可为其他铁路EPC总承包项目提供参考与借鉴。 展开更多
关键词 EPC总承包 盐通铁路 中国铁设 项目管理
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EPC模式下盐通铁路四电工程管理实践与总结 被引量:1
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作者 胡刚 《铁路技术创新》 2023年第2期98-102,共5页
铁路建设项目推行EPC模式,对铁路四电工程管理提出了新挑战。以盐通铁路EPC项目四电工程管理实践为例,首创四电工程管理组模式,通过采取一系列强有力的管理措施,充分发挥设计技术优势,促进设计与施工深度融合,全过程有序管控四电工程实... 铁路建设项目推行EPC模式,对铁路四电工程管理提出了新挑战。以盐通铁路EPC项目四电工程管理实践为例,首创四电工程管理组模式,通过采取一系列强有力的管理措施,充分发挥设计技术优势,促进设计与施工深度融合,全过程有序管控四电工程实施,取得了良好成果,圆满实现项目管理目标,高质量完成建设任务。 展开更多
关键词 EPC 盐通铁路 四电工程管理 四电管理组
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盐通客专信号系统联调联试范围及问题分析
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作者 靳栋 周永健 《铁路通信信号工程技术》 2023年第8期17-22,共6页
盐通客专由于其自身的特殊性,信号设备厂家众多,接口关系复杂,且邻线站改较多,如何安全高效完成联调联试成为各信号集成厂家的首要目标。基于检验测试单位的试验大纲,结合现场实际工程情况,分析并明确适用于盐通客专的测试案例范围以及... 盐通客专由于其自身的特殊性,信号设备厂家众多,接口关系复杂,且邻线站改较多,如何安全高效完成联调联试成为各信号集成厂家的首要目标。基于检验测试单位的试验大纲,结合现场实际工程情况,分析并明确适用于盐通客专的测试案例范围以及相关线路跑车试验范围。针对试验过程中发现的问题,借助盐通客专列控工程数据表、JRU软件、RBC数据分析软件等多种辅助工具,从不同角度联合查找问题根源,进而给出解决方案。最后总结试验范围和问题分析对于联调联试的重要性,为线路开通提供重要科学依据。 展开更多
关键词 联调联试 盐通客专 信号系统 试验范围 问题分析
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盐通铁路施工组织优化研究
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作者 常青 程飞 《现代交通与冶金材料》 CAS 2022年第2期60-64,共5页
从技术措施、资源配备、智能建造、过程控制等方面对盐通铁路全线的施工组织进行优化研究,在关键控制工程上研究应用了有效的施工组织方案和管理措施,确保了盐通铁路工程建设的高效推进,满足了工期的要求,提高了铁路建设管理水平,为类... 从技术措施、资源配备、智能建造、过程控制等方面对盐通铁路全线的施工组织进行优化研究,在关键控制工程上研究应用了有效的施工组织方案和管理措施,确保了盐通铁路工程建设的高效推进,满足了工期的要求,提高了铁路建设管理水平,为类似铁路工程建设管理提供有益借鉴。 展开更多
关键词 盐通铁路 施工组织 建设管理
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江苏省盐通高速公路施工质量、安全管理组织措施
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作者 郜万顺 《天津市政工程》 2003年第4期44-46,共3页
关键词 江苏 盐通 高速公路 施工质量 安全管理 路基横断面 工程质量
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国家批准建设盐通高速公路
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作者 本刊编辑部 《中国建设信息》 2002年第269期46-46,共1页
从江苏省计委获悉,盐通高速公路建设项目日前已获国务院批准。总投资70亿元全长168公里双向四车道盐通高速公路作为我省规划建设的“四纵四横”公路主骨架中一纵(赣榆至吴江)的组成部分,其北接拟建的连盐公路,经大丰、东台、海安、如皋... 从江苏省计委获悉,盐通高速公路建设项目日前已获国务院批准。总投资70亿元全长168公里双向四车道盐通高速公路作为我省规划建设的“四纵四横”公路主骨架中一纵(赣榆至吴江)的组成部分,其北接拟建的连盐公路,经大丰、东台、海安、如皋,南接在建的南通至海门高速公路,进而连接拟建的苏通长江大桥。 展开更多
关键词 盐通高速公路 高速公路建设 干线公路网
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盐通高速公路沥青路面技术综述 被引量:1
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作者 钱国超 刘义怀 +3 位作者 潘卫育 汪宽平 葛苏闽 周忠 《公路交通科技(应用技术版)》 CAS CSCD 2006年第10期26-30,共5页
盐通高速公路是江苏高速公路主骨架的重要组成部分,文章介绍了盐通高速公路沥青路面结构类型选择、沥青、石料等原材料质量控制、配合比设计、现场质量控制与检测及为提高沥青路面质量而采用的大量新材料、新技术、新设备和新工艺。
关键词 盐通高速公路 沥青路面 质量控制
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盐通高速公路路线方案设计
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作者 韩新 周兴顺 《公路交通科技(应用技术版)》 CAS CSCD 2006年第10期107-113,共7页
盐通高速公路是江苏省沿海一条重要的干线公路,是交通部规划的国家重点干线公路网的一部分,也是江苏省规划的“四纵四横四联”中“纵一”的重要组成部分,路线总长166.763km。文章全面介绍了盐通高速公路路线设计过程中对相关控制因素的... 盐通高速公路是江苏省沿海一条重要的干线公路,是交通部规划的国家重点干线公路网的一部分,也是江苏省规划的“四纵四横四联”中“纵一”的重要组成部分,路线总长166.763km。文章全面介绍了盐通高速公路路线设计过程中对相关控制因素的分析、方案的比选与论证,以及高速公路低路堤设计理念在路线设计中如何应用的探索。 展开更多
关键词 盐通高速公路 路线 方案比选 设计
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EPC模式下高速铁路项目建设管理实践研究 被引量:1
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作者 赵志辉 刘江伟 《铁路技术创新》 2023年第2期68-73,共6页
EPC建设模式在建设工程中具有巨大的优势。以盐城—南通铁路建设实践为例,阐述高速铁路建设面临的技术难题和技术创新实践,分析设计单位作为EPC牵头单位的优势,可以促进设计和施工高度融合,有效控制投资,加快工程进度;分析设计单位作为... EPC建设模式在建设工程中具有巨大的优势。以盐城—南通铁路建设实践为例,阐述高速铁路建设面临的技术难题和技术创新实践,分析设计单位作为EPC牵头单位的优势,可以促进设计和施工高度融合,有效控制投资,加快工程进度;分析设计单位作为EPC牵头单位进行项目实施存在的问题以及项目实施中面临的风险,并提出解决方法和建议。 展开更多
关键词 EPC 高速铁路 工程设计 建设 风险 盐通铁路
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The Relationship of Sulfate-methane Interface,the Methane Flux and the Underlying Gas Hydrate 被引量:3
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作者 方银霞 初凤友 《Marine Science Bulletin》 CAS 2008年第1期28-37,共10页
The sulfate-methane interface is an important biogeochemical identification interface for the areas with high methane flux and containing gas hydrate. Above the sulfate-methane interface, the sulfate concentration in ... The sulfate-methane interface is an important biogeochemical identification interface for the areas with high methane flux and containing gas hydrate. Above the sulfate-methane interface, the sulfate concentration in the sediment is consumed progressively for the decomposition of the organic matter and anaerobic methane oxidation. Below the sulfate-methane interface, the methane concentration increases continuously with the depth. Based on the variation characters of the sulfate and methane concentration around the sulfate-methane interface, it is feasible to estimate the intensity of the methane flux, and thereafter to infer the possible occurrence of gas hydrate. The geochemical data of the pore water taken from the northern slope of the South China Sea show the sulfate-methane interface is relatively shallow, which indicates that this area has the high methane flux. It is considered that the high methane flux is most probably caused by the occurrence of underlying gas hydrate in the northern slope of the South China Sea. 展开更多
关键词 gas hydrate. methane flux sulfate-methane interface
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Negative effect improvement of accelerated curing on chloride penetration resistance of ordinary concrete
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作者 李果 董雷 +1 位作者 王丹 颜成华 《Journal of Southeast University(English Edition)》 EI CAS 2017年第1期79-85,共7页
Four mineral admixture concrete specimens werefabricated to study the negative effect improvements ofaccelerated curing on the chloride penetration resistance ofordinary concrete. After reaching different initial stre... Four mineral admixture concrete specimens werefabricated to study the negative effect improvements ofaccelerated curing on the chloride penetration resistance ofordinary concrete. After reaching different initial strengths, the specimens were placed in 40, 60, or 80 t water tanks foraccelerated curing. The Coulomb values of the specimens weemeasured with ASTM C1202 experiment at 28, 100, 200, ad300 d. Partial specimens were also selected for rapid chlorideion migration coefficient and mercury intrusion porosimetryexperiments. The experimental results show that theaccelerated curing for ordinary concrete linealy deterioratesthe chloride penetration resistance, whereas the incorporationof mineral admixtures improves the concrete microscopic pore-structures and negative effects. An upper temperature limit of60 t of the accelerated curing is suitable for obtainingsuperior chloride penetration resistance for the mineraladmixture concrete. Pre-curing at a normal temperature of 20t is beneficial for improving the negative effect, which isalso aieviated with increasing testing age as a result of thesuccessive hydration of binder materials in concrete. 展开更多
关键词 negative effect improvement chloride penetration resistance ordinay concrete accelerated curing
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Impact of seasonal tide variation on saltwater intrusion in the Changjiang River estuary 被引量:13
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作者 裘诚 朱建荣 顾玉亮 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2012年第2期342-351,共10页
An improved 3-D ECOM-si model was used to study the impact of seasonal tide variation on saltwater intrusion into the Changjiang River estuary, especially at the bifurcation of the North Branch (NB) and the South Br... An improved 3-D ECOM-si model was used to study the impact of seasonal tide variation on saltwater intrusion into the Changjiang River estuary, especially at the bifurcation of the North Branch (NB) and the South Branch (SB). The study assumes that the fiver discharge and wind are constant. The model successfully reproduced the saltwater intrusion. During spring tide, there is water and salt spillover (WSO and SSO) from the NB into the SB, and tidally averaged (net) water and salt fluxes are 985 m3/s and 24.8 ton/s, respectively. During neap tide, the WSO disappears and its net water flux is 122 m3/s. Meanwhile, the SSO continues, with net salt flux of 1.01 ton/s, much smaller than during spring tide. Because the tidal range during spring tide is smaller in June than in March, overall saltwater intrusion is weaker in June than in March during that tidal period. However, the WSO and SSO still exist in June. Net water and salt fluxes in that month are 622 m3/s and 15.35 ton/s, respectively, decreasing by 363 m3/s and 9.45 ton/s over those in March. Because tidal range during neap tide is greater in June than in March, saltwater intrusion in June is stronger than in March during that tidal period. The WSO and SSO appear in June, with net water and salt fluxes of 280 m3/s and 8.55 ton/s, respectively, increasing by 402 m3/s and 7.54 ton/s over those in March. Saltwater intrusion in the estuary is controlled by the fiver discharge, semi-diurnal flood-ebb tide, semi-monthly spring or neap tide, and seasonal tide variation. 展开更多
关键词 tidal range seasonal variation saltwater intrusion numerical simulation
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Nutrient fluxes in the Changjiang River estuary and adjacent waters——a modified box model approach 被引量:1
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作者 王晓红 俞志明 +3 位作者 樊伟 宋秀贤 曹西华 袁涌铨 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2015年第1期176-193,共18页
To solve nutrient flux and budget among waters with distinct salinity difference for water-salt- nutrient budget, a traditional method is to build a stoichiometrically linked steady state model. However, the tradition... To solve nutrient flux and budget among waters with distinct salinity difference for water-salt- nutrient budget, a traditional method is to build a stoichiometrically linked steady state model. However, the traditional way cannot cope appropriately with those without distinct salinity difference that parallel to coastline or in a complex current system, as the results would be highly affected by box division in time and space, such as the Changjiang (Yangtze) River estuary (CRE) and adjacent waters (30.75°-31.75°N, 122°10′-123°20′E). Therefore, we developed a hydrodynamic box model based on the traditional way and the regional oceanic modeling system model (ROMS). Using data from four cruises in 2005, horizontal, vertical and boundary nutrient fluxes were calculated in the hydrodynamic box model, in which flux fields and the major controlling factors were studied. Results show that the nutrient flux varied greatly in season and space. Water flux outweighs the nutrient concentration in horizontal flux, and upwelling flux outweighs upward diffusion flux in vertical direction (upwelling flux and upward diffusion flux regions overlap largely all the year). Vertical flux in spring and summer are much greater than that in autumn and winter. The maximum vertical flux for DIP (dissolved inorganic phosphate) occurs in summer. Additional to the fluxes of the ChanNiang River discharge, coastal currents, the Taiwan Warm Current, and the upwelling, nutrient flux inflow from the southern Yellow Sea and outflow southward are found crucial to nutrient budgets of the study area. Horizontal nutrient flux is controlled by physical dilution and confined to coastal waters with a little into the open seas. The study area acts as a conveyer transferring nutrients from the Yellow Sea to the East China Sea in the whole year. In addition, vertical nutrient flux in spring and summer is a main source of DIP. Therefore, the hydrodynamic ROMS-based box model is superior to the traditional one in estimating nutrient fluxes in a complicated hydrodynamic current system and provides a modified box model approach to material flux research. 展开更多
关键词 NUTRIENT box model HYDRODYNAMIC Changjiang (Yangtze) River estuary
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The impacts of different surface boundary conditions for sea surface salinity on simulation in an OGCM
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作者 JIN Jiang-Bo ZENG Qing-Cun +1 位作者 LIU Hai-Long WU Lin 《Atmospheric and Oceanic Science Letters》 CSCD 2016年第6期465-470,共6页
An OGCM, LICOM2.0, was used to investigate the effects of different surface boundary conditions for sea surface salinity (SSS) on simulations of global mean salinity, SSS, and the Atlantic Meridional Overturning Cir... An OGCM, LICOM2.0, was used to investigate the effects of different surface boundary conditions for sea surface salinity (SSS) on simulations of global mean salinity, SSS, and the Atlantic Meridional Overturning Circulation (AMOC). Four numerical experiments (CTRL, Expl, Exp2 and Exp3) were designed with the same forcing data-set, CORE.v2, and different surface boundary conditions for SSS~ A new surface salinity boundary condition that consists of both virtual and real salt fluxes was adopted in the fourth experiment (Exp3). Compared with the other experiments, the new salinity boundary condition prohibited a monotonous increasing or decreasing global mean salinity trend. As a result, global salinity was approximately conserved in EXP3. In the default salinity boundary condition setting in LICOM2.0, a weak restoring salinity term plays an essential role in reducing the simulated SSS bias, tending to increase the global mean salinity. However, a strong restoring salinity term under the sea ice can reduce the global mean salinity. The authors also found that adopting simulated SSS in the virtual salt flux instead of constant reference salinity improved the simulation of AMOC, whose strength became closer to that observed. 展开更多
关键词 Surface salinity boundarycondition real salt flux Atlantic Meridional Overturning Circulation global mean salinity
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Observed Relationship between Surface Freshwater Flux and Salinity in The North Indian Ocean 被引量:1
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作者 Satya PRAKASH C. MAHESH Rakesh Mohan GAIROLA 《Atmospheric and Oceanic Science Letters》 2012年第3期163-169,共7页
Using 10-year (2001 10) monthly evaporation, precipitation, and sea surface salinity (SSS) datasets, the relationship between local freshwater flux and SSS in the north Indian Ocean (NIO) is evaluated quantitatively. ... Using 10-year (2001 10) monthly evaporation, precipitation, and sea surface salinity (SSS) datasets, the relationship between local freshwater flux and SSS in the north Indian Ocean (NIO) is evaluated quantitatively. The results suggest a highly positive linear correlation between freshwater flux and SSS in the Arabian Sea (correlation coefficient, R=0.74) and the western equatorial Indian Ocean (R=0.73), whereas the linear relationships are relatively weaker in the Bay of Bengal (R=0.50) and the eastern equatorial Indian Ocean (R=0.40). Additionally, the interannual variations of freshwater flux and SSS and their mutual relationship are investigated in four sub- regions for pre-monsoon, monsoon, and post-monsoon seasons separately. The satellite retrievals of SSS from the Soil Moisture and Ocean Salinity (SMOS) and Aquarius missions can provide continuous and consistent SSS fields for a better understanding of its variability and the differences between the freshwater flux and SSS signals, which are commonly thought to be linearly related. 展开更多
关键词 EVAPORATION PRECIPITATION freshwater flux sea surface salinity North Indian Ocean
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A quasi-synoptic interpretation of water mass distribution and circulation in the western North Pacific:I.Water mass distribution 被引量:6
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作者 谢玲玲 田纪伟 +1 位作者 胡敦欣 王凡 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2009年第3期630-639,共10页
With high-resolution conductivity-temperature-depth (CTD) observations conducted in Oct.-Nov. 2005, this study provides a detailed quasi-synoptic description of the North Pacific Tropic Water (NPTW), North Pacific... With high-resolution conductivity-temperature-depth (CTD) observations conducted in Oct.-Nov. 2005, this study provides a detailed quasi-synoptic description of the North Pacific Tropic Water (NPTW), North Pacific Intermediate Water (NPIW) and Antarctic Intermediate Water (AAIW) in the western North Pacific. Some novel features are found. NPTW enters the western ocean with highest-salinity core off shore at 15°-18°N, and then splits to flow northward and southward along the western boundary. Its salinity decreases and density increases outside the core region. NPIW spreads westward north of 15°N with lowest salinity off shore at 21°N, but mainly hugs the Mindanao coast south of 12°N. It shoals and thins toward the south, with salinity increasing and density decreasing. AAIW extends to higher latitude off shore than that in shore, and it is traced as a salinity minimum to only 10°N at 130°E. Most of the South Pacific waters turn northeastward rather than directly flow northward upon reaching to the Mindanao coast, indicating the eastward shift of the Mindanao Undercurrent (MUC). 展开更多
关键词 North Pacific Intermediate Water (NPIW) North Pacific Tropic Water (NPTW) Antarctic Intermediate Water (AAIW)
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Potential Use of Crushed Ghanaian Limestone in Paste and Mortar Formulated for Masonry
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作者 Mark Bediako Albert A. Adjaottor Simon K. Y. Gawu 《Journal of Civil Engineering and Architecture》 2011年第3期258-264,共7页
Crushed Ghanaian limestone (L) powder was analysed for its physical, chemical and microstructural properties for the formulation of mortar for masonry. Ordinary Portland Cement (OPC) was replaced by 10- 40% limest... Crushed Ghanaian limestone (L) powder was analysed for its physical, chemical and microstructural properties for the formulation of mortar for masonry. Ordinary Portland Cement (OPC) was replaced by 10- 40% limestone powder for paste and mortar formulation. Mechanical properties that included compressive strength, water demand and setting times (initial and final) were determined and analysed. The mechanical properties were determined in accordance with ASTM standards. The test results indicated that crushed limestone powder contained about 88.7% CaO in calcite form. A 10-30% and 35-40% limestone content in conjunction with OPC was suitable to produce ASTM type M and S mortars respectively. Formulated OPC - L paste showed a high water demand, a delayed initial setting time and an accelerated final setting time than the plain OPC paste. 展开更多
关键词 Limestone powder masonry mortar water demand setting times compressive strength
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