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1)  loop curve
绳套曲线
1.
In general, the flowstage relation curve influenced by flood fluctuation, is the time sequence loop curve, but the TSLC method and the correction factor method exist some difficulties in data processing by computer.
 受洪水涨落影响的水位流量关系曲线通常为时序型绳套曲线,现有的连时序法和校正因数法在电算整编中存在一定的困难。
2.
In general,stage-discharge relationship influenced by fluctuation rate of flood is time sequence loop curve in natural river,but the correction factor method exists some difficulty in data processing by computer.
受洪水涨落影响的水位流量关系通常为时序型绳套曲线,现有的校正因数法在电算整编中存在一定的困难。
2)  flood noose curve
洪水绳套曲线
1.
This article summarizes the advantages of direct optimized law in working out inequality constraints, and proposes the way to carry on the simulation with the regular polyhedron law to the standard unitary flood noose curve.
简述了直接优化法求解不等式约束问题的优越性,提出了用正多面体法对标准单式洪水绳套曲线进行模拟的思路及程序求解方法,分析了正多面体法模拟标准单式洪水绳套曲线的可行性,为进一步利用水位推求流量创造了条件。
3)  chronological loop curve
连时序绳套曲线
1.
The basic principle and its application of chronological loop curve method, later water level method, adjusting factor method and fluctuating ratio method were analyzed here.
介绍连时序绳套曲线法 ,水位后移法 ,校正因数法 ,涨落比例法的基本原理及其在梧州水文站的应用分析。
4)  rope skipping curve
跳绳曲线
1.
The differential equation of the rope skipping curve is an unintegratle fuction,and thesIope on the curve s boundary is equal to infinity.
跳绳曲线的微分方程是不可积方程,而且其边界斜率的倒数为无穷大。
5)  rope curve
绳索曲线
6)  realignment by string line and versine offset method
曲线绳正标
补充资料:Hesse曲线(代数曲线的)


Hesse曲线(代数曲线的)
Hessian (algebraic curve)

  11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖,T~aaa,即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合,也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程,关丘=刁:f/刁xi刁、,则它的He丈犯曲线的定义方程为 !不:关:五,} }五:关:五31=0. }人,人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
  
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