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中美公路涵洞水力设计方法对比及影响因素分析
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作者 罗志刚 高英 +2 位作者 陈凯 王慧 林俊 《公路交通科技》 CAS CSCD 北大核心 2021年第7期69-76,共8页
为了研究中美规范中公路涵洞水力计算的差异,以巴基斯坦某公路工程项目为实例,采用了中美规范的涵洞水力设计方法,对比分析了公路涵洞的布置参数,并主要分析计算了涵洞水力性能,确定了关键性的设计因素,最后推荐了公路涵洞水力设计方法... 为了研究中美规范中公路涵洞水力计算的差异,以巴基斯坦某公路工程项目为实例,采用了中美规范的涵洞水力设计方法,对比分析了公路涵洞的布置参数,并主要分析计算了涵洞水力性能,确定了关键性的设计因素,最后推荐了公路涵洞水力设计方法。结果表明,中美方法的涵洞材料与形状不完全相同,在涵洞结构选取时,美国方法比中国方法多考虑了全寿命周期成本、原始河道及水中生物等因素;中美方法的水力状态存在对应关系,美国的水力计算方程是半经验半理论的,而中国的无压力式涵洞设计是以临界流理论为基础,半压力式和压力式涵洞则是以能量方程为基础;中国方法的水流状态具有较明确界限,美国方法则认为水流状态之间具有过渡阶段;中美方法计算结果差异原因主要包括设计流量、标准孔径大小及单位换算,排除上述影响因素,中美设计结果基本相同;中美规范中,进水口构造、水力粗糙度及设计流量均对水力性能有显著影响,美国方法比中国方法多考虑了进水口边缘类型对涵洞水力性能的影响,中美涵洞材料水力粗糙度对水力性能的影响趋势一致,中美方法中设计流量与涵前水深均呈正相关关系。最后推荐公路涵洞水力设计以中国方法为主,并建议结合美国规范中的全寿命成本分析、进水口类型水力计算等处理方式。 展开更多
关键词 桥梁工程 规范对比 公路涵洞 进水口构造 水力粗糙度 设计流量 水力性能
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Effects of simulated submerged and rigid vegetation and grain roughness on hydraulic resistance to simulated overland flow 被引量:9
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作者 YANG Ping-ping ZHANG Hui-lan MA Chao 《Journal of Mountain Science》 SCIE CSCD 2017年第10期2042-2052,共11页
Better understanding of the role of vegetation and soil on hydraulic resistance of overland flow requires quantitative partition of their interaction. In this paper, a total of 144 hydraulic flume experiments were car... Better understanding of the role of vegetation and soil on hydraulic resistance of overland flow requires quantitative partition of their interaction. In this paper, a total of 144 hydraulic flume experiments were carried out to investigate the hydraulic characteristics of overland flow. Results show that hydraulic resistance is negatively correlated with Reynolds number on non-simulated vegetated slopes, while positively on vegetated slopes. The law of composite resistance agrees with the dominant resistance, depending on simulated vegetation stem,surface roughness, and discharge. Surface roughness has greater influence on overland flow resistance than vegetation stem when unit discharge is lower than the low-limited critical discharge, while vegetation has a more obvious influence when unit discharge is higher than the upper-limited critical discharge. Combined effects of simulated vegetation and surface roughness are unequal to the sum of the individual effects through t-test, implying the limitation of using linear superposition principle in calculating overland flow resistances under combined effect of roughness elements. 展开更多
关键词 Hydraulic resistance Overland flow Vegetation resistance Grain resistance Flume experiment
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Simple Hydrostatic Model of Contact Angle Hysteresis of a Sessile Drop on Rough Surface
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作者 毛在砂 杨超 陈家镛 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2005年第1期118-123,共6页
The phenomenon of hysteresis of contact angle is an important topic subject to a long time of argument.A simple hydrostatic model of sessile drops under the gravity in combination with an ideal surface roughness model... The phenomenon of hysteresis of contact angle is an important topic subject to a long time of argument.A simple hydrostatic model of sessile drops under the gravity in combination with an ideal surface roughness model is used to interpret the process of drop volume increase or decrease of a planar sessile drop and to shed light on the contact angle hysteresis and its relationship with the solid surface roughness. With this model, the advancing and receding contact angles are conceptually explained in terms of equilibrium contact angle and surface roughness only,without invoking the thermodynamic multiplicity. The model is found to be qualitatively consistent to experimental observations on contact angle hysteresis and it suggests a possible way to approach the hysteresis of three-dimensional sessile drops. 展开更多
关键词 contact angle HYSTERESIS surface roughness sessile drop
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Eddy covariance measurements of water vapor and CO_2 fluxes above the Erhai Lake 被引量:18
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作者 LIU HuiZhi FENG JianWu +2 位作者 SUN JiHua WANG Lei XU AnLun 《Science China Earth Sciences》 SCIE EI CAS CSCD 2015年第3期317-328,共12页
Measurement of turbulence fluxes were performed over the Erhai Lake using eddy covariance(EC) method.Basic physical parameters in the lake-air interaction processes,such as surface albedo of the lake,aerodynamic rough... Measurement of turbulence fluxes were performed over the Erhai Lake using eddy covariance(EC) method.Basic physical parameters in the lake-air interaction processes,such as surface albedo of the lake,aerodynamic roughness length,bulk transfer coefficients,etc.,were investigated using the EC data in 2012.The characteristics of turbulence fluxes over the lake including momentum flux,sensible heat flux,latent heat flux,and CO2 flux,and their controlling factors were analyzed.The total annual evaporation of the lake was also estimated based on the artificial neural network(ANN) gap-filling technique.Results showed that the total annual evaporation in 2012 was 1165 ± 15 mm,which was larger than the annual precipitation(818 mm).Local circulation between the lake and the surrounding land was found to be significant throughout the year due to the land-lake breeze or the mountain-valley breeze in this area.The prevailing winds of southeasterly and northwesterly were observed throughout the year.The sensible heat flux over this plateau lake usually had a few tens of W m-2,and generally became negative in the afternoon,indicating that heat was transferred from the lake to the atmosphere.The sensible heat flux was governed by the lake-air temperature difference and had its maximum in the early morning.The diurnal variation of the latent heat flux was controlled by vapor pressure deficit with a peak in the afternoon.The latent heat flux was dominant in the partition of available energy in daytime over this lake.The lake acted as a weak CO2 source to the atmosphere except for the midday of summer.Seasonal variations of surface albedo over the lake were related to the solar elevation angle and opacity of the water.Furthermore,compared with the observation data,the surface albedo estimated by CLM4-LISSS model was underestimated in winter and overestimated in summer. 展开更多
关键词 Erhai Lake eddy covariance method surface roughness length bulk transfer coefficients
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