1) in situ erosion experiments
原位水槽试验
2) flume test
水槽试验
1.
The velocity distribution characteristics, variation of the boundary shear stress and influences of the hydraulic parameters on the discharge capacity in a compound cross section channel are studied by using flume test.
采用水槽试验研究复式断面水流流速的横向分布特征、边界剪切应力变化规律以及水力参数对断面过流能力的影响,并得出了滩槽流量分配计算式。
2.
The results of flume tests show that a suitable sucking spouting discharge (1 5%-2% of the whole .
水槽试验表明 ,吸、喷水量为水槽中总流量的 1 5 %～ 2 %时 ,回流长度将减小 70 %～ 80 % 。
3.
A flume test is carried out on the threshold velocity for the coherent silt sampled in the sea area near the Cangnan power plant in Zhejiang Province.
结合浙江苍南电厂工程要求,在拟建航道处的试挖槽附近取样,对粘性淤泥的起动进行了室内水槽试验。
3) flume experiment
水槽试验
1.
Based on the flume experiment of bank protection engineering on small particle stones and the experimental project of pebble bank protection in the Xiongjiazhou reach of lower Jingjiang River,the feasibility of using small particle stones in the bank protection works in the middle and lower Yangtze River were studied.
根据散粒体颗粒的起动流速公式,计算分析小颗粒石料在不同水流与边界条件下的起动流速,并根据小颗粒石料护岸工程的水槽试验,结合下荆江熊家洲河段的卵石护岸试验工程,研究了小颗粒石料在长江中下游护岸工程中的可行性。
2.
The threshold phenomenon of fine sediment under wave action is described based on a flume experiment.
通过室内水槽试验,描述了波浪作用下细颗粒泥沙的起动现象。
3.
Good results are obtained through the comparison of stochastic simulation and flume experiment.
利用Monte Carlo法对抛石机理进行了初步研究 ,并与水槽试验进行对比 ,结果较为满意 ,对条件相近河道护岸船抛块石具有借鉴作
4) flume experiments
水槽试验
1.
Through theoretic analysis and flume experiments,the characteristic of water resistance through permeable frame groups under lower submerged flow is researched.
通过理论分析、水槽试验研究了低淹没流动下穿越框架群水流的阻力特性,为四面六边透水框架群护岸技术的推广应用提供依据。
2.
Through theoretic analysis and flume experiments, the characteristic of water resistance through Frames is researched, which provides gist for spreading and application of the bank protection technology.
本文通过理论分析、水槽试验研究了低淹没流动下穿越框架群水流的阻力特性,为四面六边透水框架群护岸技术的推广应用提供依据。
5) Insitu permeation test
原位渗水试验
1.
Insitu permeation test plays an important position in calculating parameters of rock formation included aeration zone, because of its high precision, convenient , simple and low cost.
原位渗水试验因精度高(较室内试验)、简便易行和经济成本低而在包气带岩层参数的求取中占有重要地位。
2.
This paper s data adopts the results of insitu permeation test,then analyses its spatial variability from three aspects including normal QQPlot,global trend analysis,spatial autocorrelation and variability of direction,which was based on the plat of ARCGIS.
本文将原位渗水试验的数据结果通过ARCGIS平台主要从正态QQPlot分布图、全局趋势性、空间自相关及方向变异三方面进行其空间变异性的分析,结果表明:原位渗水的渗透系数近似服从对数正态分布;原位渗水的渗透由南向北逐渐递减,从东向西变化过程依次为先递减后递增,渗透系数最小的位置偏向东侧;垂向渗透系数K值具有一定的空间相关性,且在西北和东南方向比南北方向更远距离的空间相关性得到的结果对今后确定地下水库人工回灌点的位置具有一定的指导意义。
6) infiltration test in situ
原位浸水试验
补充资料：原位
分子式：
CAS号：
性质：源于拉丁语。指在原来的，正常、自然的部位或位置。
CAS号：
性质：源于拉丁语。指在原来的，正常、自然的部位或位置。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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