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里墩水库大坝裂缝产生原因分析与处理 被引量:1
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作者 潘海平 詹一琴 +1 位作者 任何峰 叶善法 《浙江水利科技》 2002年第1期39-41,共3页
玉环县里墩水库大坝为带复合土工膜的粘土斜墙堆石坝,实际坝高23.9m,坝基为软弱、深厚淤泥地基,最大覆盖层厚45m,淤泥层厚13~32m,施工中左、右坝肩附近发现裂缝,对产生裂缝的原因与处理方法作了论述。
关键词 软弱地基 堆石坝 坝裂缝 原因分析 处理方案 里墩水库 淤泥层 横断面 力学特征 倾度计算
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Numerical assessment on improving multistage centrifugal impeller performance by changing inlet skew angle at impeller inlet 被引量:2
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作者 M.N.Labib Woo Ju-sik +4 位作者 Choi Du-youl T.Utomo B.Fajar Chung Han-shik Jeong Hyo-min 《Journal of Central South University》 SCIE EI CAS 2012年第4期953-961,共9页
Multistage centrifugal impellers with four different skew angles were investigated by using computational fluid dynamics.The purpose of this work is to investigate the influences of lean angle at the blade tip of the ... Multistage centrifugal impellers with four different skew angles were investigated by using computational fluid dynamics.The purpose of this work is to investigate the influences of lean angle at the blade tip of the impeller inlet.Four variations of lean angles,that is,8°,10°,15° and 20°,were made at first stage impeller.Reynolds Average Navier Stokes equation was used in simulation together with a shear?stress transport(SST) k-w turbulence model and mixing-plane approach,respectively.Three dimensional fluid flows were simplified using periodic model to reduce the computational cost and time required.A good performance was expected that the secondary flow can be effectively reduced in the flow passage of the impeller without excessive increase in manufacturing cost caused by the secondary flow.The results show that secondary flow affects the main flow intricately to form vortices or having non-uniform velocity in the flow passage,which in turn results in substantial fluid energy loss not only in the impeller but also in the guide vane downstream of impeller.The numerical solutions were performed and allowed the optimum design and operating conditions to be obtained. 展开更多
关键词 computational fluid dynamics secondary flow blade inlet skew angle multistage centrifugal compressor
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Synergistic effect of a new wedge-bond-type anchor for CFRP tendons
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作者 谢桂华 刘荣桂 +2 位作者 陈蓓 李明君 石天罡 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第6期2260-2266,共7页
In order to improve the anchoring force of anchors for carbon fiber reinforced polymer(CFRP) tendons further, a new wedge-bond-type anchor for CFRP tendons was developed. The increment in anchoring force induced by th... In order to improve the anchoring force of anchors for carbon fiber reinforced polymer(CFRP) tendons further, a new wedge-bond-type anchor for CFRP tendons was developed. The increment in anchoring force induced by the clamping segment of anchor was studied. Taking the deformation of all parts in clamping segment in the transverse direction into consideration, the calculation formula for the increment of anchoring force was proposed based on the linear elastic hypotheses. The proposed model is verified by experiments and conclusions are drawn that the anchoring force is influenced mainly by the inclination angle of clamping pieces, the length of clamping part and the thickness of bonding medium. Especially, the thickness of bonding medium should be lowered in design to improve the synergistic effect of anchors. 展开更多
关键词 carbon fiber reinforced polymer ANCHOR wedge-bond-type synergistic effect elastic mechanics
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数理统计法在窄口水库垂直位移分析中的应用
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作者 张红胜 高晓冬 +1 位作者 袁慧云 孟博霞 《河南水利与南水北调》 2006年第8期54-54,共1页
1前言数理统计法是根据对观测资料的统计分析,建立起观测项目与影响因素之间的统计模型,通过统计模型的计算应用,了解水工建筑物发生的变形是否在正常范围之内,以更好地监测水工建筑物的变化,并就可能出现的问题采取相应的措施。本文就... 1前言数理统计法是根据对观测资料的统计分析,建立起观测项目与影响因素之间的统计模型,通过统计模型的计算应用,了解水工建筑物发生的变形是否在正常范围之内,以更好地监测水工建筑物的变化,并就可能出现的问题采取相应的措施。本文就数理统计法在窄口水库垂直位移分析中的应用做一探讨。 展开更多
关键词 水库 窄口 数理统计法 位移分析 沉陷量 垂直 倾度计算 应用 阶梯度 摸型
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土坝沉降资料在坝体裂缝分析中的应用
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作者 郭灵波 赵战旺 吴慧霞 《河南水利与南水北调》 2003年第5期24-24,共1页
土坝安全分析,变形情况是先决条件,分析裂缝是最关键问题之一,目前对土坝裂缝的分析,多采用南科院推荐的倾度法。窄口水库这次分析坝体裂缝,依据大坝自竣工以来的实测沉降资料及漏测插补沉降量计算各标点倾度大小,分析坝体裂缝,并与实... 土坝安全分析,变形情况是先决条件,分析裂缝是最关键问题之一,目前对土坝裂缝的分析,多采用南科院推荐的倾度法。窄口水库这次分析坝体裂缝,依据大坝自竣工以来的实测沉降资料及漏测插补沉降量计算各标点倾度大小,分析坝体裂缝,并与实际探检情况作比较分析。 展开更多
关键词 沉降资料 裂缝分析 倾度 坝体裂缝 土坝裂缝 安全分析 倾度计算 漏测沉降量 沉降量计算 最关键问题
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