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101.
以缅甸DAPEIN(Ⅰ)水电站工程为例,论述了将WES实用堰的闸墩墩头向上游超长延伸之后,对泄洪安全所造成的影响。针对WES实用堰流量系数、堰面动水压力容易受边界因子影响的特点,对设计断面的堰顶布置和墩头形状进行了优化。根据堰面空化数计算公式及水流特性推导出计算的关键部位,对空化数进行计算。采用几何比尺为1∶60的物理模型对溢流堰的泄流能力和堰面动水压力进行了试验测试。试验结果表明:溢流堰的模型试验泄流能力和设计泄流能力非常相近。堰面动水压力除工况2的B4测点出现了-1.2 k Pa的微小负压值外,其余堰面时均压强值均大于0。从而,在泄流能力和堰面动水压力两方面都验证了这种设计方案的合理性。该工程所遇到的结构布置问题在中低溢流坝工程中属常见问题,解决思路可为今后类似工程建设借鉴参考。 相似文献
102.
对放脉冲电脱除烟气中的NO和NOx的实验研究与分析结果表明 ,烟气中的飞灰对NOx具有 2 %~ 4 %的吸附脱除作用 ,同时 ,对脉冲放电产生抑制导致脱除率降低。增加烟气含水量增强了飞灰粒子表面的化学吸附能力 ,使得在烟气含水量为 15 % (V V)和单位体积烟气注入能量小于 3W·h Nm3时 ,NO和NOx的脱除率提高 5 %~ 15 % ,烟气在反应器中停留时间 5 .9s、单位体积注入能量小于 4W·h Nm3时 ,NO和NOx的脱除率分别为 4 2 %和 2 9%。 相似文献
103.
Estimating discharge in gravel‐bed river using non‐contact ground‐penetrating and surface‐velocity radars
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Discharge measurement is a critical task for gravel‐bed channels. Under high‐flow conditions, the elevation of the riverbed changes significantly by intensive torrential flow. The stage–discharge relations commonly used for stream discharge estimation may no longer be adequate. The contact‐type velocity measuring is also subject to measurement errors and/or instrument failures by the high‐flow velocities, driftwood, stumps, and debris. This study developed a new real‐time method to estimate river discharge in gravel‐bed channels. A systematic measuring technology combining ground‐penetrating radar and surface‐velocity radar was employed. The rating curves representing the relations of water surface velocity to the channel cross‐sectional mean velocity and flow area were established. Stream discharge was then deduced from the resulting mean velocity and flow area. The proposed method was examined in a steep gravel‐bed reach of the Cho‐Shui River in central Taiwan. The estimated stream discharge during three flood events were compared to the prediction by using the stage–discharge relation and the index‐velocity method. The proposed method of this study is capable of computing reasonable values of discharge for an entire flood hydrograph, whereas the other two methods tend to produce large extrapolation errors. Moreover, when the computed discharge is used in 2D flood flow simulation, the proposed method demonstrates better performance than the commonly used stage–discharge and index‐velocity methods. 相似文献
104.
Zhen Zhou 《Ergonomics》2014,57(5):693-713
The dependence of biodynamic responses of the seated human body on the frequency, magnitude and waveform of vertical vibration has been studied in 20 males and 20 females. With sinusoidal vibration (13 frequencies from 1 to 16 Hz) at five magnitudes (0.1–1.6 ms? 2 r.m.s.) and with random vibration (1–16 Hz) at the same magnitudes, the apparent mass of the body was similar with random and sinusoidal vibration of the same overall magnitude. With increasing magnitude of vibration, the stiffness and damping of a model fitted to the apparent mass reduced and the resonance frequency decreased (from 6.5 to 4.5 Hz). Male and female subjects had similar apparent mass (after adjusting for subject weight) and a similar principal resonance frequency with both random and sinusoidal vibration. The change in biodynamic response with increasing vibration magnitude depends on the frequency of the vibration excitation, but is similar with sinusoidal and random excitation. 相似文献
105.
Zhen Zhou 《Ergonomics》2014,57(5):714-732
Frequency weightings for predicting vibration discomfort assume the same frequency-dependence at all magnitudes of vibration, whereas biodynamic studies show that the frequency-dependence of the human body depends on the magnitude of vibration. This study investigated how the frequency-dependence of vibration discomfort depends on the acceleration and the force at the subject–seat interface. Using magnitude estimation, 20 males and 20 females judged their discomfort caused by sinusoidal vertical acceleration at 13 frequencies (1–16 Hz) at magnitudes from 0.1 to 4.0 ms? 2 r.m.s. The frequency-dependence of their equivalent comfort contours depended on the magnitude of vibration, but was less dependent on the magnitude of dynamic force than the magnitude of acceleration, consistent with the biodynamic non-linearity of the body causing some of the magnitude-dependence of equivalent comfort contours. There were significant associations between the biodynamic responses and subjective responses at all frequencies in the range 1–16 Hz.Practitioner Summary: Vertical seat vibration causes discomfort in many forms of transport. This study provides the frequency-dependence of vibration discomfort over a range of vibration magnitudes and shows how the frequency weightings in the current standards can be improved. 相似文献
106.
Acceleration and sound measurements during granular discharge from silos are used to show that silo music is a sound resonance produced by silo quake. In tall and narrow silos, the latter is produced by stick-slip friction between the wall and the granular material. For the discharge rates studied, the occurrence of flow pulsations is determined primarily by the surface properties of the granular material and the silo wall. The measurements show that the pulsating motion of the granular material drives the oscillatory motion of the silo. 相似文献
107.
为了达到热废水排放过程中热水快速稀释的目的,采用Fluent中Realizable k-ε模型基于SIMPLEC算法,研究了热射流过程中,射流孔间距、初始流速对射流流场、温度场的影响规律。研究表明:随着射流孔间距的增大,第1孔射流对第2孔射流影响程度逐渐减弱且第2孔射流的弯曲程度随之增加;射流与横流作用促使反向涡对的产生,加快了热水与环境水体的掺混度,横断面温度场出现"肾形"分布;当相对孔间距相同时,随着射流初始流速的增加,第1、2孔射流温度衰减速率随之增大;射流初始流速相同时,射流孔间距的增加对第1孔射流轴线温度稀释度影响较小,对第2孔射流的轴线温度稀释度影响相对复杂;S/D=2时,增大热射流的初始流速,为本研究中热水快速稀释的最优方案。 相似文献
108.
109.
为了实现一定气体流速的离子风,设计了一种新型的阵列式三排3 ×3垂直放置的针-柱电极结构放电装置.在针-柱之间间距为3mm、排与排之间间距为8 mm、镇流电阻12 MΩ、放电电阻12 MΩ、测试电阻1 kΩ、大气压环境、室温、无外部通入气流时,阵列式针-柱电极实现了稳定的电晕放电,并通过示波器记录的放电波形、数码相机拍摄的发光图像以及放电伏安特性曲线进行了验证.同时,随着阵列式排数的增加,放电电流变大,离子风风速也随之增大.该针-柱结构易于用MEMS工艺加工制作,可应用于便携式分析仪器中. 相似文献
110.