1) conversion equation
转换公式，换算公式
2) conversion formula
换算公式
1.
Through optimizing the related parameters by modified simplex method, an optimizing conversion formula between hardness and strength for steels has been obtained, and the accurate conversion formula can be described as: σb=208.
运用改进单纯形法，通过调整有关参数，对钢的硬度与强度换算公式进行优化设计，得到换算精度更高的换算公式：σｂ＝２０８。
2.
In order to test the γ shielding effect of PET special working-boxes to 18F,the conversion formula using calculate formula of γ point-source absorbed dose rate and substitute 137Cs for 18F is deduced.
为了检验PET专用工作箱对18Fγ射线的屏蔽效果,采用γ点源吸收剂量率的计算公式,并以137Cs替代18F,推导出一个换算公式。
3) conversion equation
换算公式
1.
Derivations have been made with the least square method to have the conversion equation regressed,thus converting the ind.
本文利用最小二乘法进行推导计算 ,回归了换算公式 ,把图纸上的独立坐标换算成 BJS- 5 4坐标 ,支持了 GPS的施工导航。
2.
According to the data of a model pumping station, the present equation is compared with other conversion equations, and its applicability is verified.
结合大型斜式轴流泵站水力模型临界淹没深度试验研究 ,就泵站进水口临界淹没深度相似准则进行探讨 ,提出了泵站进水口临界淹没深度换算公式 。
4) transfer formula
转换公式
1.
By using some transfer formulae, we may figure out the control point which is impossible for the surveyors to survey directly in engineering survey.
在工程测量中，可以用转换公式计算测量人员无法直接施测的控制点。
2.
This paper gives a unified approach to Hsu s two classes of extended GSN pairs in the setting of Hsu-Riordan partial monoid which is a generalization of Shapiro s Riordan group, and moreover Hsu-Wang transfer theorem, Drown-Sprugnoli transfer formula and generalized Brown transfer lemma which display some transfer methods of different kinds of Hsu-Riordau arrays and identities respectively.
本文首先对Shapiro的Riordan群进行了推广,给出了Hsu-Riordan partialmonoid的概念,然后在此框架内,对徐利治先生的两类扩展型广义Stirling数偶进行了统一处理;建立了Hsu-Wang转换定理,Brown-Sprugnoli转换公式,以及广义Brown转换引理-它揭示了一些不同类型的Hsu-Riordan阵之间转换的方法,由此可产生大量的恒等式。
5) conversion formula
转换公式
1.
Resistance has something to do the roughness only in one-dimensional mathematics model based Saint-Venant Eq, and resistance changes and cant reflected by the original roughness after the newly-built project Get the conversion formula of local loss coefficient and roughness from the relation of frictional loss and local loss.
作者根据局部损失与沿程损失的关系,得到局部损失系数ξ与糙率n的转换公式,并结合工程实例应用一维模型对建立的转换公式进行了验证,表明在给定合理壅水最大值距离的前提下,该转换公式得到的糙率能够较真实地反应工程局部的阻力情况。
6) FORTRAN Formula Transformation
公式转换
补充资料：布氏/洛氏硬度换算表
| 布氏硬度 | 洛氏硬度 | 抗拉强度 | 布氏硬度 | 洛氏硬度 | 抗拉强度 | ||||
| 硬质合金球 3000kg | 标尺A 60kg | 标尺B 100kg | 标尺C 150kg | (约磅/英寸2) | 硬质合金球 3000kg | 标尺A 60kg | 标尺B 100kg | 标尺C 150kg | (约磅/英寸2) |
| - | 85.6 | - | 68.0 | - | 331 | 68.1 | - | 35.5 | 166,000 |
| - | 85.3 | - | 67.5 | - | 321 | 67.5 | - | 34.3 | 160,000 |
| - | 85.0 | - | 67.0 | - | 311 | 66.9 | - | 33.1 | 155,000 |
| 767 | 84.7 | - | 66.4 | - | 302 | 66.3 | - | 32.1 | 150,000 |
| 757 | 84.4 | - | 65.9 | - | 293 | 65.7 | - | 30.9 | 145,000 |
| 745 | 84.1 | - | 65.3 | - | 285 | 65.3 | - | 29.9 | 141,000 |
733 | 83.8 | - | 64.7 | - | 277 | 64.6 | - | 28.8 | 137,000 |
| 722 | 83.4 | - | 64.0 | - | 269 | 64.1 | - | 27.6 | 133,000 |
| 712 | - | - | - | - | 262 | 63.6 | - | 26.6 | 129,000 |
| 710 | 83.0 | - | 63.3 | - | 255 | 63.0 | - | 25.4 | 126,000 |
| 698 | 82.6 | - | 62.5 | - | 248 | 62.5 | - | 24.2 | 122,000 |
| 684 | 82.2 | - | 61.8 | - | 241 | 61.8 | 100.0 | 22.8 | 118,000 |
| 682 | 82.2 | - | 61.7 | - | 235 | 61.4 | 99.0 | 21.7 | 115,000 |
| 670 | 81.8 | - | 61.0 | - | 229 | 60.8 | 98.2 | 20.5 | 111,000 |
| 656 | 81.3 | - | 60.1 | - | 223 | - | 97.3 | 20.0 | - |
| 653 | 81.2 | - | 60.0 | - | 217 | - | 96.4 | 18.0 | 105,000 |
| 647 | 81.1 | - | 59.7 | - | 212 | - | 95.5 | 17.0 | 102,000 |
| 638 | 80.8 | - | 59.2 | 329,000 | 207 | - | 94.6 | 16.0 | 100,000 |
| 630 | 80.6 | - | 58.8 | 324,000 | 201 | - | 93.8 | 15.0 | 98,000 |
| 627 | 80.5 | - | 58.7 | 323,000 | 197 | - | 92.8 | - | 95,000 |
| 601 | 79.8 | - | 57.3 | 309,000 | 192 | - | 91.9 | - | 93,000 |
| 578 | 79.1 | - | 56.0 | 297,000 | 187 | - | 90.7 | - | 90,000 |
| 555 | 78.4 | - | 54.7 | 285,000 | 183 | - | 90.0 | - | 89,000 |
| 534 | 77.8 | - | 53.5 | 274,000 | 179 | - | 89.0 | - | 87,000 |
| 514 | 76.9 | - | 52.1 | 263,000 | 174 | - | 87.8 | - | 85,000 |
| 495 | 76.3 | - | 51.0 | 253,000 | 170 | - | 86.8 | - | 83,000 |
| 477 | 75.6 | - | 49.6 | 243,000 | 167 | - | 86.0 | - | 81,000 |
| 461 | 74.9 | - | 48.5 | 235,000 | 163 | - | 85.0 | - | 79,000 |
| 444 | 74.2 | - | 47.1 | 225,000 | 156 | - | 82.9 | - | 76,000 |
| 429 | 73.4 | - | 45.7 | 217,000 | 149 | - | 80.8 | - | 73,000 |
| 415 | 72.8 | - | 44.5 | 210,000 | 143 | - | 78.7 | - | 71,000 |
| 401 | 72.0 | - | 43.1 | 202,000 | 137 | - | 76.4 | - | 67,000 |
| 388 | 71.4 | - | 41.8 | 195,000 | 131 | - | 74.0 | - | 65,000 |
| 375 | 70.6 | - | 40.4 | 188,000 | 126 | - | 72.0 | - | 63,000 |
| 363 | 70.0 | - | 39.1 | 182,000 | 121 | - | 69.8 | - | 60,000 |
| 352 | 69.3 | - | 37.9 | 176,000 | 116 | - | 67.6 | - | 58,000 |
| 341 | 68.7 | - | 36.6 | 170,000 | 111 | - | 65.7 | - | 56,000 |
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