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As compared with the traditional irrigation-traditional fertilization, the following results of the improved traditional irrigation-optimized fertilization were obtained: reduced tiller number per unit area, lower percentage of the tiller ear number/the tiller number, the decreased ear number per unit area, the greatly reduced grain number per ear (1999-2000) and like weight of 1, 000 grains; almost the same plant height; shorter base internode length, a bit more weight per unit internode length, longer internode length under ear; lower LAI values in middle and later stages; coincident process of dry matter accumulation from straight growth onwards, a little more dry matter accumulation amount from earing to maturity; shorter and thicker flag leaf, 2〓 leaf, 3〓 leaf and 4〓 leaf from top, reduced total area of these leave; bigger mean canopy leaf tilt angle, smaller light extinction coefficient , higher ratio of light penetration in the upper, middle and lower parts of the wheat canopy, and tighter plant type; almost identical dynamic change of flag leaf chlorophyll content; and almost the same root amount in 0-120cm soil layer, smaller rate of progressive decrease of the root length density and root weight density with soil getting deep and relatively increased root amount in deeper soil layers.

在传统灌溉-优化施肥条件下,冬小麦单位面积总分蘖数比传统水肥减少,成穗率降低,单位面积穗数有所减少,穗粒数、千粒重无显著性差异;株高基本无变化;基部节间长度缩短,充实度略微增高,穗下节间增长;中后期叶面积指数略低于传统水肥;起身至成熟干物质积累量动态变化过程与传统水肥十分接近,但抽穗至成熟形成的干物质量增加;旗叶、倒2叶倒3叶、倒4叶叶长及总叶面积有所减少,叶片相对增厚;冠层平均叶倾角大,消光系数小,冠层各层的透光率较高,株型紧凑;旗叶叶绿素含量动态变化与传统水肥十分接近;0-120cm土层总根量与传统水肥也差异不大,但根长密度和根重密度随土层深度递减速度较慢,根系在下层土壤的分布相对增多。

Algorithm 1 ascertains quantized values according to the size and distribution of DC coefficients.

算法一是根据DCT直流系数的大小及分布来确定量化值的,此量化值是固定的,量化误差较大。

Products in 250℃ charing , distribution in carbonized materials directly to lubricate stability coefficient of friction surface

产品在250摄氏度直接炭化,分布在材料表面起到润滑稳定摩擦系数的作用

In this paper , we introduce clutters scatter characteristics at first and sum up model of scatter coefficient probability distribute model and clutter correlated characteristics model, show two basis method of simulation.

本文首先介绍了杂波的散射特性,并在此基础上总结了杂波模拟时所需要的后向散射系数模型,杂波的概率分布模型和杂波相关特性模型,给出了两种杂波模拟的基本方法。

With theoritical analysis and experiment measurement and test, the paper discusses the influence of External Thermal Insulation Compound system on wall dewing .

通过对墙体结露条件的理论分析与试验测试,讨论了外墙外保温体系对墙体结露的影响,结果表明外墙外保温体系能够增加墙体热绝缘系数改善墙体的温度分布避免外墙体内表面结露和内部结露,保证保温材料的粘结强度。

The distribution of stress, strain rate and energy dissipating coefficiency has been calculated.

计算单元的应力、应变、应变速率、能量耗散率系数的分布情况。

Because of the difference of geographical and climate zone, the similarities of Dognjiang with other floras have changed, they show the influences of geographical and climate conditions.

随着地理纬度和气候带的不同,东江流域与其它地区植物区系相似性系数也发生变化,反映出地理环境条件和气候条件对现代植物分布的影响。

It is simulated that water volume is changed with the value of the coverage and permeability index of grouted surrounding rock to control leakage volume.

探讨了特定条件下围岩中渗流场的分布规律,模拟了改变围岩注浆圈的厚度和渗透系数的大小对涌水量的影响。

Methods Resistance coefficient method is used based on hypothesizing the process parameter of well bore to calculate the distributing rule of pressure of oil-water-gas mixture,and predict the pressure at certain depth in well bore.

方法假设井简相关过程参数,采用阻力系数法计算油、气、水混合物的压力沿井筒的分布规律,进而预测某一深度处的压力。

The capacity of single pile will enhance when the length and diameter of pile increases, but effect of pile diameter is more obvious. While pile diameter increases 20、40 and 60 percents, the capacity of pile will enhance 20.4、53.7 and 78.1 percents. And with the effect of mud-cake, the capacity of single bored pile will fall down nearly 20 percents, and pile-side resistance will also reduce 15 — 35 percents. In the centrifuge tests, when the relative displacement between pile and soil was 45 —85mm, which is much more than the criterions, the pile-side resistance will become most. Meanwhile the intenerated value of utmost resistance is close to the resistance in situ. In the pile group tests, the capacity of pile group , which the space among piles increases from 2D to 3D、 4D and 5D , will enhance 6.1、9.6、18 percents .

当桩径增加20%、40%、60%时,桩承载力分别增长了20.4%、53.7%和78.1%;在考虑泥皮效应后单桩侧摩阻力减小15~35%,极限承载力减小18%~24%,且减小率随桩径的增加而变小;试验中桩身侧阻软化值与原型桩实测侧阻软化值接近,且极限侧阻所对应的桩土相对位移试验要比规范值大得多,约为45~85mm;同时群桩极限承载力随桩距的增大而增加,其中桩距为3D、4D、5D的群桩承载力分别比间距为2D的群桩高6.1%、9.6%和18%;其承载力效应系数η接近或大于1,并随着桩间距的增大而不断提高;群桩侧摩阻力沿深度的分布与单桩略有不同,即桩身上部由于承台的作用,侧阻削弱,但桩身中部侧阻具有增加的趋势。

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推荐网络例句

They weren't aggressive, but I yelled and threw a rock in their direction to get them off the trail and away from me, just in case.

他们没有侵略性,但我大喊,并在他们的方向扔石头让他们过的线索,远离我,以防万一。

In slot 2 in your bag put wrapping paper, quantity does not matter in this case.

在你的书包里槽2把包装纸、数量无关紧要。

Store this product in a sealed, lightproof, dry and cool place.

密封,遮光,置阴凉干燥处。