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水域水位实时监控系统的设计与应用
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作者 马千双 聂继莲 《山东水利》 2024年第9期19-21,共3页
水域水位实时监控系统是一种新型的水位智能化监测系统,通过将水位压力传感器安装在水域,用数据传送模块将数据发送至云端,经过数据分析和计算后,将处理后的数据传送至电脑终端或手机移动端,从而方便管理人员随时随地的掌握水情,实现一... 水域水位实时监控系统是一种新型的水位智能化监测系统,通过将水位压力传感器安装在水域,用数据传送模块将数据发送至云端,经过数据分析和计算后,将处理后的数据传送至电脑终端或手机移动端,从而方便管理人员随时随地的掌握水情,实现一人即可监控多个水域水情的目标。 展开更多
关键词 水域水位 水位 数据模块 水位监测
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跨低水位水域钢箱组合梁桥顶推施工技术研究
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作者 朱孟伟 代耀武 顾雄淇 《港口航道与近海工程》 2024年第3期124-129,共6页
为研究跨低水位水域钢箱组合梁桥顶推施工技术的适用性,以汕头市中山东路中砂特大桥为依托,对槽形钢主梁顶推施工方案进行优化设计,全面分析跨低水位水域顶推法施工工艺。采用Midas Civil对顶推施工全过程进行数值模拟,确定顶推施工最... 为研究跨低水位水域钢箱组合梁桥顶推施工技术的适用性,以汕头市中山东路中砂特大桥为依托,对槽形钢主梁顶推施工方案进行优化设计,全面分析跨低水位水域顶推法施工工艺。采用Midas Civil对顶推施工全过程进行数值模拟,确定顶推施工最不利工况位置,对结构关键断面应力、变形等参数进行验算分析。研究结果表明,优化的顶推施工方案合理,顶推过程中钢箱组合梁各项指标满足规范要求,该方案在低水位水域项目中的成功应用为类似工程施工提供有益参考。 展开更多
关键词 钢箱组合梁桥 顶推施工 跨低水位水域 施工分析
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大水位差水域分流式漫水钢栈桥施工技术应用研究
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作者 杨伟名 《新材料·新装饰》 2024年第3期167-170,共4页
文章结合澧水二桥工程,针对大水位差水域钢栈桥施工难点问题,提出了采用分流式漫水钢栈桥思路,针对不同水位工况下钢栈桥结构稳定性进行分析并详细阐述了钢栈桥结构施工技术要点。
关键词 水位水域桥梁工程 分流式漫水钢栈桥 钢栈桥结构稳定性
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Comparison of the rise of water level in the typical catchments,Three Gorges Reservoir area 被引量:1
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作者 SUN Hong-yang LIAO Xiao-yong +1 位作者 XIA Zhong-mei HE Jing 《Journal of Mountain Science》 SCIE CSCD 2016年第4期715-724,共10页
Water level is an important index for studying hydrologic processes. Water level rise processes were studied in three catchments(catchment I, II, III in Chen Jiagou watershed in the Three Gorge Reservoir Area) with di... Water level is an important index for studying hydrologic processes. Water level rise processes were studied in three catchments(catchment I, II, III in Chen Jiagou watershed in the Three Gorge Reservoir Area) with different areas to provide useful information to inform data extension from a gauged-catchment to an ungauged catchment. The results showed that there are seasonal changes in the dominant driving mode of the rise of the water level. The rise of the water level in March is likely mainly driven by the mode of stored-full runoff, and in September or October, it is mainly driven by Horton-flow. The correlation coefficients of all indexes were significant among the three catchments, suggesting that these catchments have similarities and that water level data extension is likely to be completed successfully between the large catchment(III-Catchment) and the small catchment(ICatchment). It was confirmed that there is good similarity between the 0.6 km^2 and 6 km^2 catchments, and the data correlation is good between the catchments with the area differences in the Three Gorges Reservoir Area. In addition, the rise processes of the water level in the catchments were not only different under the same rain conditions, but this difference could also change with the rain condition. 展开更多
关键词 Water level Precipitation Runoff Spearman-correlation coefficients Three Gorge Reservoir
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Drowned Early Mesolithic Landscapes on the Baltic Sea Bed in the Lithuanian Waters
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作者 Vladas Zulkus Algirdas Girininkas 《Journal of Environmental Science and Engineering(B)》 2014年第5期274-289,共16页
This paper presents underwater relict forest fossil and ancient coast formation exploration results in the eastern Baltic Sea. Tree fossils and sediment layers discovered in the sea-bed were dated with 14^C along with... This paper presents underwater relict forest fossil and ancient coast formation exploration results in the eastern Baltic Sea. Tree fossils and sediment layers discovered in the sea-bed were dated with 14^C along with palynological and dendrological analysis. Based on the obtained data, a fragment of submerged early Holocene landscape, coastline of the Yoldia Sea and Ancylus Lake has been reconstructed. The research data determine that vegetation and natural conditions of the Yoldia Sea coastal were favourable for Early Mesolithic communities. Well-preserved relict pine forest dates are also crucial to Baltic Sea water level dynamics analysis during the period: end of Yoldia Sea-Ancylus Lake. 展开更多
关键词 Underwater relict forests underwater archaeology Yoldia Sea and Ancylus Lake coasts Baltic Sea level fluctuations.
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Relationship between Hydrogeological Structure and Groundwater Exploitation Capacity in Aquifer of the Basin of Cai Phan Rang River, Ninh Thuan Province, Viet Nam
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作者 Nguyen Minh Khuyen Nguyen Hong Hieu Doan Van Long Le Thanh Tung 《Journal of Environmental Science and Engineering(A)》 2014年第1期32-41,共10页
This article presents the results of dividing the hydrogeological structure zones in aquifer of Cai Phan Rang river basin, Ninh Thuan province, Viet Nam, and the relationship between parameters of hydrogeological stru... This article presents the results of dividing the hydrogeological structure zones in aquifer of Cai Phan Rang river basin, Ninh Thuan province, Viet Nam, and the relationship between parameters of hydrogeological structure zones with water storage capacity of hydrogeological structure. Research results divided hydrogeological structure of Cai Phan Rang River Basin into four zones, including three zones with depression bedrock and one zone with slope bedrock, and the results assessed: (1) specific discharge of exploitation well is proportional to zone area of hydrogeological structure; (2) specific discharge of exploitation well is inversely proportional to slope of bedrock surface, slope of water level in zone and area of drainage surface of hydrogeological structure zone; (3) water level fluctuation in zone is proportional to slope of bedrock surface, slope of water level in zone and inversely proportional to distribution area of zone; (4) total mineralization of water is proportional to bedrock surface slope and water level slope in zone, and inversely proportional to drainage surface area of zone and volume of structural depression. Research results are practical significance in solutions proposal to increase exploitation capacity for various water use purposes. 展开更多
关键词 Hydrogeological structure groundwater exploitation capacity
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