| 1. | The author deduced the formula of net cash flow for the simulation of monte carlo with the current tax rate system
根据现行的税率制度，作者推导出了蒙特卡洛模拟的净现金流量公式。 |
| 2. | Calculation of the current rating of electric cables . part 1 : current rating equations 100 % load factor and calculation of losses . section 1 : general
电缆载流量计算.第1部分：载流量公式100 %负荷因数和损耗计算.第1节：一般规定 |
| 3. | The design second flow formula in our country is used in the sovia union before . but the sovia used the probability method in the 1960s
如我国设计秒流量公式是沿用前苏联的计算方法，但苏联早在七十年代就以废除，并使用概率法。 |
| 4. | Calculation of the current rating of electric cables . part 1 : current rating equations 100 % load factor and calculation of losses . section 2 : sheath eddy current loss factors for two circuits in flat formation
电缆载流量计算.第1部分：载流量公式100 %负荷因数和损耗计算.第2节：双回路平面排列电缆金属套涡流损耗因数 |
| 5. | As for the straight - labyrinth weir , the flow pattern character , the discharge capacity and its effecting factors are discussed ; the flow formula is deduced ; a set of discharge coefficient formulas are given basing on the former study ; and the efficiency is discussed
系统讨论了直线型迷宫堰流态特征、过流能力及其影响因素；推导了直线型迷宫堰流量公式，并在前人研究的基础上拟合出综合流量系数的计算公式；讨论了直线型迷宫堰的效率问题。 |
| 6. | Combining with practical investigation and analysis , the author presented the fitting equation of the second non - uniform coefficient in which the method of least squares error approximation with the power index regression is used and proposed a modified formula for flow rate per second calculation to precisely determine the size of pipeline and to make the design advanced in technology and reasonable cost
本课题分析了室外和室内的设计流量公式，通过调查、实测本地区的水量资料，运用相关数学方法分析，提出了适合小区给水管网采用的流量公式。 |
| 7. | The original flow rate formula of parobolic throat flume used for u - shaped channel is implicit function and is not convenient for calculation in irrigation districts . an simplified formula is developed in this paper , with a di fference between results calculated with the original formula and the new formul a being less than 0 . 5 %
用于u形渠道量水的抛物线形喉口式量水槽原流量公式为隐函数形式，针对其使用不便的现状，通过理论分析推导出了显函数形式的量水槽流量公式，计算结果与原流量公式比较相对误差值0 . 5 % 。 |
| 8. | On calculation the disquisition discusses whether design flow of present design - standard is fit for high - building ; throws emphasis on attention to " control number " on calculation of fire - fighting systems ; expatiates on how to make a calculation of system flow and pipe of sprinkler systems . . . . .
在水力计算方面，讨论了现行规范中设计秒流量公式对于高层建筑干管流量的适用与否；强调了“控制数”在消防系统等设计计算中应谨慎对待；阐述了如何准确进行自动喷水灭火系统的系统流量及配管的计算。 |
| 9. | The labyrinth - type emitter can be directly applied to irrigation experiment , the flow rate of 8 emitter prototypes are mensurated under 12 pressure values on the test - bad . moreover , experimental data are analyzed with multivariable linear regression in matlab , formulas of pressure versus flow and regression plots for 8 different emitters are induced from the regression analyses
制作出的一体化滴头原型直接连接到水力性能试验台上进行流量试验，测定了12个压力点下8种滴头原型的出水量；应用matlab软件中的多元线性回归算法对所得试验数据进行了回归分析，得出了8种滴头的压力流量公式和回归曲线图。 |
| 10. | The derivation of the leakage flow rate formula of the special annular clearance between the piston and cylinder under condition of variable viscosity in the axial piston pumps was carried out . at same time , considering the questions of the eccentricity and the variable sealing length of piston friction pair , the modified coefficient of the calculation formula of the flow - rate of the leakage was given
在变粘度、柱塞偏心以及变密封长度条件下，对轴向柱塞泵中柱塞与缸孔之间的特殊圆环缝隙的泄漏流量公式进行推导，得到了该计算公式的修正系数； 6 |
