排序方式: 共有11条查询结果,搜索用时 31 毫秒
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挖入式港池泥沙淤积试验研究 总被引:1,自引:0,他引:1
在水槽试验的基础上,结合部分理论分析,初步研究了挖入式港池的泥沙淤积问题的原因、泥沙运动以及淤积特性。结果表明:含沙量分布具有一定的规律,口门处淤积量较大,泥沙粒径较粗,而港池内部淤积量较小,粒径较细。因此,采取适当措施减少该形式港池口门处的淤积是十分必要的。 相似文献
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天津港深水港池泥沙淤积的分析计算 总被引:1,自引:0,他引:1
依推天津港大量的实测资料和现港口条件下淤积规律,通过类比方法,首次提出深水港池、泊地和转头地淤积计算公式,并在计算方法和深水港区合理布局等方面提供了思路. 相似文献
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国电福建南埔电厂码头的平面方案论证 总被引:1,自引:0,他引:1
南埔电厂煤码头工程设计中,经充分论证泥沙、地质、码头结构和电厂建设等条件。在福建首次大胆采用挖入式港池,较好解决了码头营运、电厂建设中的难点,并充分利用码头岸线资源,节省工程投资。 相似文献
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近年来, 随着城市化的发展,基础设施的建设规模日益扩大。道路设计过程中的桥梁和涵洞布设需要满足防洪要求,构筑物设计前必须经过桥涵水文计算, 其是确定桥梁跨径、 涵洞孔径的基本参数之一。桥涵水文计算前的重要基础工作是进行现场洪水调查, 获得流域的汇水面积。汇水面积一般在实测地形图上根据分水岭勾勒, 但项目推进过程中尤其是前期方案阶段,很难获得大比例的地形图。网上的卫星地图是可以参考的资源之一,利用Global Mapper软件, 结合某市政道路工程,进行流域汇水面积计算, 利用《四川省中小流域暴雨洪水计算手册》中的暴雨推理法,计算暴雨流量, 并以某桥跨布设进行过流断面复核。 相似文献
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Tomasz Kowalkowski Marianna PastuszakJanusz Igras Bogus?aw Buszewski 《Journal of Marine Systems》2012,89(1):48-60
The aim of the modeling studies (MONERIS) was to estimate annual source apportioned nitrogen (N) and phosphorus (P) emissions into the Vistula and Oder basins in 1995-2008, thus, during the transition period in Poland, characterized by changes in both agricultural sector and handling of point source pollution. N and P emissions into both basins showed declining tendencies. Between the sub-periods 1995-2002 and 2003-2008, the overall N emission into the Vistula and Oder basins decreased by 16-17% (i.e. by ca. 26,900 tons in the Vistula and by ca. 18,000 tons in the Oder basin); P emission declined by 23% in the Vistula and by 32% in the Oder basins (i.e. by ca. 3400 tons in the Vistula and by ca. 2200 tons in the Oder basin). The temporal patterns of N and P emission into the Vistula and Oder basins, as well as the percentage contribution of N and P pathways (particularly: overland flow, tile drainage, groundwater, waste water treatment plants) showed great differences between the basins. Natural (type of bedrock, soil type, lake area) and anthropogenic (regionally and temporarily different type and intensity of agricultural activity, spatially different structural changes in agriculture during the transition period, regionally and temporarily different investment in waste water treatment plans) factors were found to be responsible for the differences, and the relationships are extensively discussed in the paper. In 1995-2008, 70% of N emission into both river basins was via groundwater and tile drainage, with the former playing more important role in the Vistula basin, and the latter playing more important role in the Oder basin; contribution of N emission from point sources was comparable in both rivers and it reached 11-12%. In 1995-2008, point sources, erosion, overland flow, and urban systems were found the most important P pathways in both basins, with a higher percentage contribution of point sources in the Oder basin. 相似文献