1) depth of laterals
滴头埋深
1.
Impacts on flow of water and transport of solute of factors such as soil texture and structure, discharge rate of emitters, depth of laterals and time lasted in a single irrigation are simulated.
利用建立的地埋点源土壤水运动和溶质运移数学模型描述地下滴灌条件下土壤水、肥运动的分布规律 ,将土壤质地结构、滴头出流量、滴头埋深和单次灌水历时等因素对土壤水分布的影响进行模拟分析。
2) be engrossed in thought
埋头深思
3) depth
[英][depθ] [美][dɛpθ]
埋深
1.
Analysis of radius and depth of shield tunnel on its seismic response
盾构隧道半径及埋深对其地震响应的影响分析
2.
Same as the burial depth,the burial time also has great effect on the evolution of porosity of the classic rocks during compaction,which is clarified by three aspects in this paper.
在相同埋深条件下,由于经历时间不同,地层压实程度将会存在差别。
3.
Based on the vertical sealing mechanism of a fault, by analyzing the relation between the pressure form overlap sedimentary load, distribution conditions of mudstone deformation characteristics of mudstone in fault zone and depth, this paper studied the vertical sealing characteristics of a fault in section.
分析了断层上覆沉积载荷压力和断裂带中泥质成分分布及其变形规律与埋深之间的关系 ,得出了断层垂向封闭性纵向变化特征 。
4) buried depth
埋深
1.
The relationship in drainage pipeline size and buried depth and the technical measure for controlpoint;
排水管道的管径与埋深及控制点技术措施
2.
Calculating buried depth of transverse sills for the debris flow drainage groove with soft foundation
软基消能型泥石流排导槽的肋槛基础埋深计算
3.
The multi-polar coordinate,complex function and stress wave theory are employed to study the influence of buried depth on critical vibration velocity of circular cavity induced by blasting vibration,a circular cavity with large radius is used to replace the straight boundary of the half space.
采用多极坐标和复变函数方法,利用一个半径很大的圆近似代替半空间的直边界,运用应力波理论,研究了爆破振动作用下,洞室埋深对圆形地下洞室临界振速的影响。
5) burial depth
埋深
1.
Effects of burial depth on the liquefaction response of underground structures during an earthquake excitation;
埋深对地下结构地震液化响应的影响
2.
Effects of temperature,water potential and burial depth on seed germination of Artemisia Halodengdron
差巴嘎蒿(Artemisia Halodendron)种子萌发对土壤温度、水分和埋深的响应
3.
The ground vibrations were calculated to analyze the influences of elastic modulus of soils and the burial depth of tunnels.
计算了列车引起的地面振动,以分析隧道地基弹性模量和隧道埋深对地面振动响应的影响。
6) embedded depth
埋深
1.
Analysis model of uplift pile is introduced;at the same time from three aspects: friction,excavation width and embedded depth factors influencing bearing capacity are analyzed,which provides good theoretical references for the application of uplift pile.
基于等截面桩的四种破坏形态,依据相应的设计规程给出了设计公式,对抗拔桩的分析模型进行了介绍,并从摩擦、开挖宽度、埋深三方面对承载力的影响进行了分析,为抗拔桩的进一步研究与应用提供了理论基础。
2.
At the same time the influences of the width and embedded depth on the bearing capacity are discussed and a new proposal is mentioned for sampling value of the bearing capacity s correction factors of composite foundation.
简述了天然地基与复合地基承载力的确定途径与方法 ,探讨了基宽和埋深对地基承载力的影响。
补充资料：无柄液滴法、躺滴法、座滴法等
分子式：
CAS号：
性质：又称无柄液滴法、躺滴法、座滴法等。根据液面外形求算表(界)面张力的一种方法。当待测液液滴稳定地停在水平固体表面上，其外形与液体表面张力γ有关。根据巴什弗思–亚当斯(Bashforth-Adams)方程可有以下关系式ρ1和ρ2分别为待测液体及液滴外介质的密度，g为重力加速度，β为形状因子，b为大小因子。当液体与固体表面接触角大于90°时可根据测出的液滴的赤道半径及其与液滴顶点的垂直距离数值查表得出相应的β及b值，从而算出表面张力γ。本法简便，适用于吸附平衡时间长的体系和低表面张力的测定；也能用于测定界面张力及熔融金属的表(界)面张力。
CAS号：
性质：又称无柄液滴法、躺滴法、座滴法等。根据液面外形求算表(界)面张力的一种方法。当待测液液滴稳定地停在水平固体表面上，其外形与液体表面张力γ有关。根据巴什弗思–亚当斯(Bashforth-Adams)方程可有以下关系式ρ1和ρ2分别为待测液体及液滴外介质的密度，g为重力加速度，β为形状因子，b为大小因子。当液体与固体表面接触角大于90°时可根据测出的液滴的赤道半径及其与液滴顶点的垂直距离数值查表得出相应的β及b值，从而算出表面张力γ。本法简便，适用于吸附平衡时间长的体系和低表面张力的测定；也能用于测定界面张力及熔融金属的表(界)面张力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条