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Numerical Investigation of Load Generation in U-Shaped Aqueducts underLateral Excitation:Part I-First-Order Resonant Sloshing
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作者 Yang Dou Hao Qin +3 位作者 Yuzhi Zhang NingWang Haiqing Liu Wanli Yang 《Fluid Dynamics & Materials Processing》 2025年第11期2673-2700,共28页
In recent years,tuned liquid dampers(TLDs)have attracted significant research interest;however,overall progress has been limited due to insufficient understanding of the mechanisms governing sloshing-induced loads.In ... In recent years,tuned liquid dampers(TLDs)have attracted significant research interest;however,overall progress has been limited due to insufficient understanding of the mechanisms governing sloshing-induced loads.In particular,it remains unclear whether the water in aqueducts—common water-diversion structures in many countries—can serve as an effective TLD.This study investigates the generation mechanisms of sloshing loads during the first-order transverse resonance of water in a U-shaped aqueduct using a two-dimensional(2D)numerical model.The results reveal that,at the equilibrium position,the free surface difference between the left and right walls,the horizontal force on the aqueduct,and the fluctuating component of the vertical force all reach their maxima,with energy predominantly stored as potential energy.At the maximum displacement position,the surface difference and horizontal force drop to zero,while the fluctuating vertical force attains its minimum and energy shifts primarily to kinetic form.At this stage,static pressure is governed solely by the vertical convective acceleration,whereas at equilibrium it is closely linked to both the free surface difference and vertical local acceleration of the water.This dynamic energy exchange generates vertical force oscillations even when the free surface appears nearly symmetric. 展开更多
关键词 U-shaped aqueduct liquid sloshing Euler equations generation mechanism free surface fluctuations fluid-structure interaction
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Numerical Investigation of Load Generation in U-Shaped Aqueducts under Lateral Excitation:Part II—Non-Resonant Sloshing
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作者 Yang Dou Hao Qin +3 位作者 Yuzhi Zhang Ning Wang Haiqing Liu Wanli Yang 《Fluid Dynamics & Materials Processing》 2025年第12期3091-3122,共32页
In recent years,tuned liquid dampers(TLDs)have emerged as a focal point of research due to their remarkable potential for structural vibration mitigation.Yet,progress in this field remains constrained by an incomplete... In recent years,tuned liquid dampers(TLDs)have emerged as a focal point of research due to their remarkable potential for structural vibration mitigation.Yet,progress in this field remains constrained by an incomplete understanding of the fundamental mechanisms governing sloshing-induced loads in liquid-filled containers.Aqueducts present a distinctive case,as the capacity of their contained water to function effectively as a TLD remains uncertain.To address this gap,the present study investigates the generation mechanisms of sloshing loads under non-resonant cases through a two-dimensional(2D)computational fluid dynamics(CFD)model developed in ANSYS Fluent.The incompressible Reynolds-Averaged Navier–Stokes(RANS)equations are solved,while the Volume of Fluid(VOF)method captures the evolution of the air–water interface.Turbulent flow behavior is modeled using the RNG-approach.The ensuing results reveal the dynamic characteristics of the horizontal force(fℎ)and the fluctuating component of the vertical force(Fof).Fh is predominantly governed by the inertia of the deep-water region and its phase varies coherently with the aqueduct’s acceleration.With increasing excitation amplitude(A)and frequency(f),the contribution of deep-water inertia to𝐹ℎintensifies markedly,accounting for 82.6–92.1%of the total horizontal load at an excitation amplitude of 0.15 m and frequencies of 1.0–1.6 Hz.The extreme values of Fof arise primarily from asymmetric static pressures induced by free-surface fluctuations,which are further amplified when wall gaps appear at large amplitudes(A≥10 cm)and high frequencies(f≥1.4 Hz).Unlike resonant cases dominated by free-surface resonance,non-resonant sloshing loads are principally driven by deep-water inertia and motion-induced surface asymmetry. 展开更多
关键词 U-shaped aqueduct liquid sloshing euler equations generation mechanism free surface fluctuations fluid-structure interaction
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Numerical simulation of dynamic characteristics of a cable-stayed aqueduct bridge 被引量:8
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作者 LiYuchun Di Qingshuang 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2011年第4期569-579,共11页
In this paper, a full-scale 3-D finite element model of the Jundushan cable-stayed aqueduct bridge is established with ANSYS Code. The shell, fluid, tension-only spar and beam elements are used for modeling the aquedu... In this paper, a full-scale 3-D finite element model of the Jundushan cable-stayed aqueduct bridge is established with ANSYS Code. The shell, fluid, tension-only spar and beam elements are used for modeling the aqueduct deck, filled water, cables and support towers, respectively. A multi-element cable formulation is introduced to simulate the cable vibration. The dry (without water) and wet (with water) modes of the aqueduct bridge are both extracted and investigated in detail. The dry modes of the aqueduct bridge are basically similar to those of highway cable-stayed bridges. A dry mode may correspond to two types of wet modes, which are called the in-phase (with lower frequency) and out-of-phase (with higher frequency) modes. When the water-structure system vibrates in the in-phase/out-of-phase modes, the aqueduct deck moves and water sloshes in the same/opposite phase-angle, and the sloshing water may take different surface-wave modes. The wet modes of the system reflect the properties of interaction among the deck, towers, cables and water. The in-phase wet frequency generally decreases as the water depth increases, and the out-of-phase wet frequency may increase or decrease as the water depth increases. 展开更多
关键词 CABLE-STAYED aqueduct bridge dynamic characteristics fluid-structure interaction numerical simulation
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Optimizing CT for the evaluation of vestibular aqueduct enlargement:Inter-rater reproducibility and predictive value of reformatted CT measurements 被引量:4
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作者 Misun Hwang Ryan Marovich +2 位作者 Samuel S.Shin David Chi Barton F.Branstetter IV 《Journal of Otology》 CSCD 2015年第1期13-17,共5页
Enlarged vestibular aqueduct(EVA), the most frequent identifiable cause of congenital hearing loss, is evaluated with high-definition multidetector CT in the axial plane. Our purpose was to determine which reformatted... Enlarged vestibular aqueduct(EVA), the most frequent identifiable cause of congenital hearing loss, is evaluated with high-definition multidetector CT in the axial plane. Our purpose was to determine which reformatted CT measurements are most reproducible. Seven multiplanar reformatted images were created for each of the 64 temporal bones in patients with EVA. Intraclass correlation coefficients(ICC) were used to assess inter-observer variability, and both linear regression and ROC analyses were used to compare the measurements with severity of hearing loss, as assessed by pure tone audiometry. All seven measurements had excellent inter-observer variability, with average-measure ICC ranging from 0.92 to 0.98. There was no statistically significant correlation between the radiologic degree of aqueduct enlargement and severity of hearing loss using any of the seven measurements; ROC analyses revealed areas under the curves ranging from 0.57 to 0.73. Optimal accuracy was obtained with a threshold of 1.75 mm as measured at the aqueductal aperture in the P€oschl plane, with sensitivity of 0.75 and specificity of0.63. Although the radiologic measurement may not serve as a reliable tool for assessing severity of EVA, P€oschl plane reformatting has proven to be better than conventional axial acquisition plane for identifying patients with clinically significant hearing loss. 展开更多
关键词 Enlarged vestibular aqueduct Hearing loss COMPUTED
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SLC26A4 mutation testing for hearing loss associated with enlargement of the vestibular aqueduct 被引量:2
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作者 Taku Ito Julie Muskett +10 位作者 Parna Chattaraj Byung Yoon Choi Kyu Yup Lee Christopher K Zalewski Kelly A King Xiangming Li Philine Wangemann Thomas Shawker Carmen C Brewer Seth L Alper Andrew J Griffith 《World Journal of Otorhinolaryngology》 2013年第2期26-34,共9页
nPendred syndrome (PS) is characterized by autosomal recessive inheritance of goiter associated with a defect of iodide organification, hearing loss, enlargement of the vestibular aqueduct (EVA), and mutations of ... nPendred syndrome (PS) is characterized by autosomal recessive inheritance of goiter associated with a defect of iodide organification, hearing loss, enlargement of the vestibular aqueduct (EVA), and mutations of the SLC26A4 gene. However, not all EVA patients have PS or SLC26A4 mutations. Two mutant alleles of SLC26A4 are detected in 1/4 of North American or European EVA populations, one mutant allele is detected in another 1/4 of patient populations, and no mutations are de-tected in the other 1/2. The presence of two mutant al-leles of SLC26A4 is associated with abnormal iodide or-ganification, increased thyroid gland volume, increased severity of hearing loss, and bilateral EVA. The pres-ence of a single mutant allele of SLC26A4 is associated with normal iodide organification, normal thyroid gland volume, less severe hearing loss and either bilateral or unilateral EVA. When other underlying correlations are accounted for, the presence of a cochlear malformation or the size of EVA does not have an effect on hearing thresholds. This is consistent with observations of an Slc26a4 mutant mouse model of EVA in which hearing loss is independent of endolymphatic hydrops or in-ner ear malformations. Segregation analyses of EVA in families suggest that the patients carrying one mutant allele of SLC26A4 have a second, undetected mutant allele of SLC26A4, and the probability of a sibling hav-ing EVA is consistent with its segregation as an autoso-mal recessive trait. Patients without any mutations are an etiologically heterogeneous group in which siblings have a lower probability of having EVA. SLC26A4 muta-tion testing can provide prognostic information to guide clinical surveillance and management, as well as the probability of EVA affecting a sibling. 展开更多
关键词 SLC26A4 Pendred syndrome Genetic test-ing GOITER Hearing loss VESTIBULAR aqueduct GENOTYPE-PHENOTYPE correlation
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考虑流固耦合作用的渡槽结构近断层地震响应分析
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作者 惠迎新 李杰星 +3 位作者 张尚荣 周天一 范龙文 宋颍浩 《地震工程学报》 北大核心 2026年第2期389-401,473,共14页
为探究近断层区域渡槽结构在地震作用下的动力响应,基于Housner理论模拟槽内水体与槽身的动力相互作用,利用OpenSees有限元软件建立结构动力数值模型。结合近断层发震机制,模拟了槽位处地震动,分析流固耦合效应对结构动力响应的影响,并... 为探究近断层区域渡槽结构在地震作用下的动力响应,基于Housner理论模拟槽内水体与槽身的动力相互作用,利用OpenSees有限元软件建立结构动力数值模型。结合近断层发震机制,模拟了槽位处地震动,分析流固耦合效应对结构动力响应的影响,并系统研究在近断层地震动作用下,不同水位条件下的响应差异。研究结果表明,在地震滑冲效应作用下,同一水位条件下考虑流固耦合效应有助于减小渡槽结构关键受力构件的动力响应。水体的存在使得槽身峰值位移和残余位移均小于无水工况,并在地震后期使槽身晃动趋于规律性;此外,水位变化对结构动力响应具有双重影响:在低水位条件下,水体晃动效应占主导,结构地震响应因水体晃动而减弱;而在高水位条件下,水体质量效应占主导,附加惯性力显著增强了结构响应。 展开更多
关键词 流固耦合效应 近断层地震动 地面永久位移 残余位移 U形渡槽
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古罗马水道政治效用探赜
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作者 张尧娉 《史学月刊》 北大核心 2026年第2期5-13,共9页
水道是古罗马城重要的基础设施。罗马人通过水道实现了远距离输水,罗马境内的城市发展不再受水资源困扰。水道不仅仅是实用的城市基础设施,还具有独特的政治效用。共和时期,政治家们以修建水道获取政治威望,赢得平民的支持;帝国时期,元... 水道是古罗马城重要的基础设施。罗马人通过水道实现了远距离输水,罗马境内的城市发展不再受水资源困扰。水道不仅仅是实用的城市基础设施,还具有独特的政治效用。共和时期,政治家们以修建水道获取政治威望,赢得平民的支持;帝国时期,元首控制用水权,通过向平民提供免费用水服务,形成了城市管理者和市民之间的契约关系。同时,输水道也是罗马强盛国力的象征物。罗马统治者借水道向被征服地区宣示国家力量、推广罗马帝国的文化和生活方式。 展开更多
关键词 古罗马城 水道 政治效用 罗马化
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响水洞渡槽拱圈梁转体合龙施工流程设计
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作者 陈祖梅 冯小明 胡小梅 《水利建设与管理》 2026年第1期12-17,共6页
响水洞渡槽施工现场两岸地势陡峭,呈“V”字形峡谷,且河道流量较大、水面较宽,为安全度汛及保证施工期安全,上游侧半拱采用非对称平衡配重水平转体施工方式。基于工程实例,本文对工程施工采用的转体结构、转体布置、转体合龙施工流程及... 响水洞渡槽施工现场两岸地势陡峭,呈“V”字形峡谷,且河道流量较大、水面较宽,为安全度汛及保证施工期安全,上游侧半拱采用非对称平衡配重水平转体施工方式。基于工程实例,本文对工程施工采用的转体结构、转体布置、转体合龙施工流程及工艺等进行了分析,并得出结论:响水洞渡槽转体合龙施工流程设计符合工程的实际情况,对于控制与解决施工中的难点问题作用明显,为渡槽拱圈施工奠定了坚实的基础。该施工流程设计可为同类工程的施工提供借鉴与指导。 展开更多
关键词 渡槽拱圈梁 转体合龙 施工流程 工艺技术
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Relationship between the external aperture and hearing loss in large vestibular aqueduct syndrome 被引量:8
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作者 ZHANG Su-zhen YANG Wei-yan WU Zi-ming 《Chinese Medical Journal》 SCIE CAS CSCD 2006年第3期211-216,共6页
Backgroud Large vestibular aqueduct syndrome (LVAS) is a major cause of hearing loss in childhood. This study aimed at measuring external aperture of enlargement of the vestibular aqueduct (EVA) and analyzing rela... Backgroud Large vestibular aqueduct syndrome (LVAS) is a major cause of hearing loss in childhood. This study aimed at measuring external aperture of enlargement of the vestibular aqueduct (EVA) and analyzing relationship between the size of external aperture and hearing loss. Methods Diagnostic criteria of LVAS were based on hearing loss and CT images. CT images of temporal bone of 100 LVAS patients were collected and 60 control subjects were reviewed retrospectively in the past 10 years. A battery of audiometric and vestibular function tests were performed. The width of the vestibular aqueduct (VA) was measured on axial CT images of the temporal bone. Results One hundred patients (65 men, 35 women) were diagnosed as having the isolated EVA. Hearing loss mostly occurred in early childhood. The diagnosis age of LVAS was 7.7 years on average. The causes of hearing loss could not be confirmed by initial consult. Typically, audiometric curve is the high-frequency down-sloping configuration. 92% of the cases had severe or profound sonsorineural hearing loss (SNHL). The mean size of the external aperture was (7.5±1.2) mm in present LVAS. Statistical analysis showed that the degree of hearing loss is unrelated to the width of VA. Conclusions LVAS is a distinct clinical entity characterized by fluctuating, progressive SNHL. The degree of hearing loss is unrelated to the size of external aperture of VA. The protective management and hearing aid have become the main therapies. The cochlear implantation might be performed if the hearing loss affected learning at school. 展开更多
关键词 large vestibular aqueduct syndrome external aperture endolymphetic sac sensorineural hearing loss
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基于三阶矩时变可靠指标的混凝土渡槽剩余使用寿命预测方法
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作者 张龙文 侯杰 +1 位作者 刘倩 文清柏 《河海大学学报(自然科学版)》 北大核心 2026年第2期94-101,共8页
基于混凝土碳化深度建立渡槽结构时变功能函数,采用点估计法求取前三阶统计矩,对比分析了3种三阶矩法的时变可靠指标计算结果,并提出了基于时变可靠指标的渡槽剩余使用寿命预测方法。以湖南省砂子背渡槽为例,计算了其在混凝土碳化失效... 基于混凝土碳化深度建立渡槽结构时变功能函数,采用点估计法求取前三阶统计矩,对比分析了3种三阶矩法的时变可靠指标计算结果,并提出了基于时变可靠指标的渡槽剩余使用寿命预测方法。以湖南省砂子背渡槽为例,计算了其在混凝土碳化失效模式下的失效概率与可靠指标,并通过数据拟合得到剩余使用寿命预测公式。结果表明:基于对数正态分布的三阶矩法精度和适用性最佳,与蒙特卡罗模拟结果高度一致,误差仅为0.42%;基于平方正态分布与指数函数的三阶矩法计算效率较高,但误差分别为8.23%和9.31%。提出的渡槽剩余使用寿命预测方法可用于渡槽碳化失效条件下的结构寿命评估及安全维护。 展开更多
关键词 渡槽 时变可靠指标 点估计法 三阶矩法 寿命预测
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Ceftriaxone-induced immune hemolytic anemia in a case with large vestibular aqueduct syndrome after cochlear implant 被引量:1
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作者 Yu Wang Tao Pan +6 位作者 Fu-Rong Ma Ji-Jun Wang Ke Zhang Wei-Wei Pan Jing-Hui Zhang Zhan-Miao Yi Ying-Qiu Ying 《Chinese Medical Journal》 SCIE CAS CSCD 2019年第1期100-102,共3页
To the Editor:Drug-induced immune hemolytic anemia (DIIHA)is a rare but severe condition.Ceftriaxone,a third-generation cephalosporin with a wide antibacterial spectrum and effective antibacterial action,is one of the... To the Editor:Drug-induced immune hemolytic anemia (DIIHA)is a rare but severe condition.Ceftriaxone,a third-generation cephalosporin with a wide antibacterial spectrum and effective antibacterial action,is one of the most common drugs causing DIIHA.^[1]Ceftriaxoneinduced immune hemolytic anemia (CIIHA)is a potentially fatal complication.^[2]Most of the patients were children.The reported fatality rate of CIIHA was as high as 40%. 展开更多
关键词 Ceftriaxone-induced immune HEMOLYTIC anemia large VESTIBULAR aqueduct syndrome cochlear implant
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响水洞渡槽拱圈梁平转施工中的监测控制技术研究
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作者 胡婷 官慧勇 +1 位作者 邵强 陈崇德 《长江工程职业技术学院学报》 2026年第1期18-22,共5页
响水洞渡槽拱圈梁施工采用非对称平衡配重水平转体技术,做好监测控制是保障施工质量的关键环节。结合工程实例,分析了平体合龙施工监测控制的主要内容与目标、流程、工艺、监测控制过程及保障措施。实践表明,拟定的监测控制方案符合工... 响水洞渡槽拱圈梁施工采用非对称平衡配重水平转体技术,做好监测控制是保障施工质量的关键环节。结合工程实例,分析了平体合龙施工监测控制的主要内容与目标、流程、工艺、监测控制过程及保障措施。实践表明,拟定的监测控制方案符合工程实际,有效解决了施工难点,为渡槽拱圈梁平转施工提供了可靠的技术支撑,对同类工程具有参考价值。 展开更多
关键词 渡槽拱圈梁 平转施工 监测控制 响水洞
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响水洞渡槽拱圈平转结构设计及施工控制要点研究
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作者 李鹏 李波 陈崇德 《中国水能及电气化》 2026年第1期26-30,36,共6页
响水洞渡槽工程施工由于受现场地形条件限制,采用非对称平衡转体与支架现浇组合的方案实现拱圈合龙。文章基于该工程实例,分析了拱圈的布置特点,重点研究了拱圈平转结构设计与施工控制要点。工程实践表明,提出的结构设计与施工控制要点... 响水洞渡槽工程施工由于受现场地形条件限制,采用非对称平衡转体与支架现浇组合的方案实现拱圈合龙。文章基于该工程实例,分析了拱圈的布置特点,重点研究了拱圈平转结构设计与施工控制要点。工程实践表明,提出的结构设计与施工控制要点切实可行,有效解决了设计与施工中的关键技术难题,为渡槽拱圈的顺利合龙提供了可靠保障。 展开更多
关键词 渡槽拱圈 平转施工 结构设计 施工控制
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基于LSTM神经网络的渡槽温度场预测
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作者 王铁虎 刘平安 +3 位作者 欧玉鹏 越斐 朱泽众 张迅 《灌溉排水学报》 2026年第2期73-81,共9页
【目的】准确预测渡槽的离散点温度及内外表面温差,基于长短期记忆神经网络(LSTM)提出一种渡槽温度场预测模型。【方法】以某大跨度简支U形渡槽为依托,基于实测数据分析了渡槽内部温度以及渡槽各部位内外表面温差的变化规律;根据结构内... 【目的】准确预测渡槽的离散点温度及内外表面温差,基于长短期记忆神经网络(LSTM)提出一种渡槽温度场预测模型。【方法】以某大跨度简支U形渡槽为依托,基于实测数据分析了渡槽内部温度以及渡槽各部位内外表面温差的变化规律;根据结构内部温度传感器返回的数据建立温度时序数据库,训练神经网络模型实现未来各测点温度及渡槽内外表面温差预测。【结果】渡槽表面及内部温度呈日周期及年周期变化,跨中与支座截面温度在8月达到最高值,分别为45℃与40℃,1月降至最低值,接近0℃与5℃;渡槽内部温度达到峰值的时间随着深度的增加而推迟,表面达到最低温度时渡槽出现负温度梯度,表面达到最高温度时渡槽出现正温度梯度;LSTM神经网络预测结果相对CNN及MLP神经网络的平均绝对误差(MAE)更小、决定系数(R2)更接近于1;基于LSTM神经网络的预测温度曲线与实测曲线基本一致,误差不超过1.681℃;渡槽各部位内外温差的预测误差值不超过2.22℃/m,预测结果准确性较高。【结论】LSTM神经网络预测方法性能优异,可为渡槽未来安全性预测提供参考。 展开更多
关键词 渡槽结构 温度变化 温度场预测 长短期(LSTM)神经网络
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宽频声导抗技术在内淋巴液相关疾病辅助诊断中的应用价值
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作者 高雅琴 张耀国 刘晖 《中国眼耳鼻喉科杂志》 2026年第2期158-161,共4页
宽频声导抗(WBT)测试是一种新兴的听力学检查方法。该技术依据声音在中耳及内耳的传播规律,量化中耳声能的反射和吸收特性,可辅助诊断一些中耳及内淋巴液相关疾病。相较于单一频率声导抗测试,它不但具有更高的准确性和灵敏性,还能有效... 宽频声导抗(WBT)测试是一种新兴的听力学检查方法。该技术依据声音在中耳及内耳的传播规律,量化中耳声能的反射和吸收特性,可辅助诊断一些中耳及内淋巴液相关疾病。相较于单一频率声导抗测试,它不但具有更高的准确性和灵敏性,还能有效弥补前者的部分不足,为临床诊疗提供了可靠的听力学检测依据。鉴于内淋巴液相关疾病在宽频声导抗测试中会呈现不同的特点,本文通过对现有文献的梳理和分析,就该技术对梅尼埃病(MD)、上半规管裂综合征(LVAS)以及大前庭导水管综合征(SSCDS)中的临床应用及诊断价值进行综述。 展开更多
关键词 宽频声导抗测试 内淋巴液 梅尼埃病 上半规管裂综合征 大前庭导水管综合征
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车撞作用下渡槽结构的动态响应及防撞措施研究
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作者 李新帅 鲍伟 王伟强 《水电能源科学》 北大核心 2026年第2期134-139,共6页
近年来,因车辆撞击导致的渡槽毁坏事故逐渐增多,对输调水工程的安全运行造成重大影响。为研究渡槽结构遭受车辆撞击时的动态响应特征,基于ANSYS/LS-DYNA建立车辆与渡槽结构撞击的有限元模型,分析了撞击过程中渡槽结构的能量变化、撞击... 近年来,因车辆撞击导致的渡槽毁坏事故逐渐增多,对输调水工程的安全运行造成重大影响。为研究渡槽结构遭受车辆撞击时的动态响应特征,基于ANSYS/LS-DYNA建立车辆与渡槽结构撞击的有限元模型,分析了撞击过程中渡槽结构的能量变化、撞击力时程曲线、结构损伤分布以及内力变化规律。结果表明,发动机与货箱撞击引起的排架受撞侧底部的剪切破坏以及受撞侧背面的弯曲破坏是导致渡槽结构整体失稳的主要原因。最后,提出了三种防撞措施,即橡胶混凝土外箱—橡胶填充层、超高性能混凝土外箱—泡沫铝填充层以及橡胶混凝土外箱—泡沫铝填充层,并对比分析了不同措施下的能量耗散、位移响应及渡槽损伤特征,以期为渡槽的抗撞设计提供参考。 展开更多
关键词 渡槽结构 数值模拟 车辆撞击 动态响应 防撞措施
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STUDY ON THE EROSION RATE OF POWDERED ACTIVATED CARBON IN RAW WATER AQUEDUCT
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作者 YIN Hai-long YANG Yang XU Zu-xin ' 《Journal of Hydrodynamics》 SCIE EI CSCD 2012年第3期442-449,共8页
Growing interest in using Powdered Activated Carbon (PAC) in raw water aqueduct, as a method of polluted surface water treatment, raises the question of transport of PAC in the aqueduct, which is related to the pote... Growing interest in using Powdered Activated Carbon (PAC) in raw water aqueduct, as a method of polluted surface water treatment, raises the question of transport of PAC in the aqueduct, which is related to the potential PAC erosion along the aqueduct. By means of a recently developed re-circulating flume, erosion rates of PAC with the grain size of 230 meshes (less than 62μm) depending on shear stress and bulk density were the discussed with real-time measurement of suspended PAC concentration. Lateral cross sectional averaging shear stress was decided by the actual value in the raw water conveying aqueduct of upstream Huangpu River, Shanghai, China, smaller than 1.8 N'm 2. As for the bulk density, it was measured with compacting times varying from 1 d to 15 d, equivalent to 1 550 kg/m3-1 800 kg/m3. Experiments were conducted for the shear stress and bulk density separately, so as to isolate and quantify the effects of one of the parameters. The results demonstrate that, for a particular PAC particle, the erosion rate increases with shear stress and decreases with bulk density as a function of power form. A product of powers of the lateral cross sectional averaging shear stress and bulk density to estimate PAC erosion rate is presented by approximating experimental data sets. 展开更多
关键词 Powdered Activated Carbon (PAC) raw water aqueduct erosion rate shear stress bulk density
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王务庄渡槽施工方法及质量控制研究
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作者 黄卓猷 《工程建设与设计》 2026年第5期176-178,共3页
以王务庄渡槽施工项目为例,在分析渡槽施工方法基础上,对渡槽施工质量控制方法进行了深入研究。以渡槽主要施工工艺流程为主线,从支架地基处理、底模安装、侧模安装、止水槽安装、钢筋定位、钢筋连接、混凝土生产以及混凝土浇筑等方面... 以王务庄渡槽施工项目为例,在分析渡槽施工方法基础上,对渡槽施工质量控制方法进行了深入研究。以渡槽主要施工工艺流程为主线,从支架地基处理、底模安装、侧模安装、止水槽安装、钢筋定位、钢筋连接、混凝土生产以及混凝土浇筑等方面提出了渡槽施工质量控制对策。 展开更多
关键词 渡槽 施工方法 钢筋工程 模板工程 混凝土浇筑
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将军山渡槽堤防加固渗流与抗滑稳定分析
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作者 方波 《工程质量》 2026年第3期12-16,25,共6页
在水利渡槽工程运行过程中,由于长期受到水流的冲刷和侵蚀作用,渡槽易出现渗漏现象,严重危害建筑物的稳定运行和安全。论文以淠史杭灌区将军山渡槽为例,对渡槽出口背水坡的渗漏成因进行了分析,并对渗漏区堤防做出渗流和抗滑稳定分析,在... 在水利渡槽工程运行过程中,由于长期受到水流的冲刷和侵蚀作用,渡槽易出现渗漏现象,严重危害建筑物的稳定运行和安全。论文以淠史杭灌区将军山渡槽为例,对渡槽出口背水坡的渗漏成因进行了分析,并对渗漏区堤防做出渗流和抗滑稳定分析,在对堤防加固方案的有效选择后,计算分析堤防加固后的渗流和抗滑稳定结果,对类似工程具有一定的借鉴意义。 展开更多
关键词 渡槽渗漏 堤防 渗流 抗滑稳定
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大跨度预应力U形渡槽流固耦合抗震效应数模分析
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作者 罗劲 本伟 《中国水能及电气化》 2026年第3期6-12,共7页
大跨度预应力U形渡槽在地震作用下易受流固耦合效应影响,导致结构稳定性下降。现有研究多关注结构动力响应,忽略水体晃荡对动水压力和应力分布的动态影响,以及地质条件对边界条件的优化。为揭示地震激励下渡槽水体耦合系统的动力特性,采... 大跨度预应力U形渡槽在地震作用下易受流固耦合效应影响,导致结构稳定性下降。现有研究多关注结构动力响应,忽略水体晃荡对动水压力和应力分布的动态影响,以及地质条件对边界条件的优化。为揭示地震激励下渡槽水体耦合系统的动力特性,采用Abaqus软件结合任意拉格朗日欧拉法(ALE)建立三维耦合模型,分析框架高度(30 m、40 m、50 m)与水深(3.5 m、4.618 m)组合工况,输入El Centro波和汶川波,模拟动水压力和应力分布。结果显示:晃荡幅度随高度增大,汶川波下满水工况共振显著,持续10 s;动水压力峰值超过静水压1.1倍,偏移槽底25°;槽底15°~20°区域拉应力集中接近静水应力2倍。用地质勘察数据优化边界参数,可提升模型准确性。流固耦合放大了拉应力,易诱发钢筋失效。建议纳入动水压力计算,加强槽底配筋,并优化地质条件降低风险。 展开更多
关键词 渡槽结构 流固耦合 动力特性 应力分布
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