第三级光滑度指标来描述渐进式加法镜片的特性
概括
这项研究引入了一种新的第三级光滑度指标,用于渐进加法镜头 (PAL). 该指标增强了对PAL表面性能的分析,特别是在过渡区,提供了更详细的光学特征.
科学领域:
- 视光学和视觉科学 视光学和视觉科学
- 光学工程是指光学工程.
- 表面计量学 表面计量学
背景情况:
- 渐进式加法镜头 (PAL) 表面的传统分析依赖于二级指标,如平均功率和气图.
- 新兴研究表明,第三阶层表面变化显著影响PAL光学和视觉性能.
研究的目的:
- 提出和验证一种新的第三阶光滑度指标及其相关的里曼距离,用于PAL表面的表征.
- 开发一种方法来计算这些指标,并定义基于第三阶平滑度的PAL主曲线.
主要方法:
- 开发了第三阶平滑度指标和里曼距离.
- 对PAL主要曲线的度量和定义的计算.
- 在真实PAL表面上应用一个水平设置的地球测量程序来计算主要曲线.
主要成果:
- 拟议的第三级流度指标为经典方法提供了一个补充的评分工具.
- 该指标对于分析PAL中的过渡区 (远,近,中间,混合) 特别有效.
- 建立了PAL主曲线的正式定义和计算方法,最大限度地减少了三级光滑积分.
结论:
- 第三阶层表面分析为PAL光学性能提供了宝贵的见解,超出了传统的第二阶层方法.
- 新的度量和主要曲线定义增强了PALs的表征和设计.
- 该方法在现实世界的PAL表面上进行了演示,验证了其实际适用性.
相关概念视频
Focusing of Light in the Eye
2.4K
Light rays enter the eye through the cornea, a transparent dome-shaped tissue that is the eye's outermost layer. The cornea bends or refracts, light rays traveling to the pupil. The shape of the cornea determines how much of the light is bent and whether the image will be focused correctly on the retina at the back of the eye. Once the light has passed through both refraction layers, it converges into a single focal point onto a small area. This is where photoreceptors start transforming...
2.4K
Fineness Modulus
272
The fineness modulus (FM) of aggregate is a numerical index that measures the coarseness or fineness of the particles. It is calculated by adding the cumulative percentages of aggregate retained on each of a specified series of sieves and dividing the sum by 100.
Consider performing sieve analysis on sand through a set of ASTM sieves. The weight of aggregate retained in each sieve and pan placed at the bottom is recorded, as given in Column B of Table 1.
To determine the fineness modulus of...
Consider performing sieve analysis on sand through a set of ASTM sieves. The weight of aggregate retained in each sieve and pan placed at the bottom is recorded, as given in Column B of Table 1.
To determine the fineness modulus of...
272
Design Example: Aggregate Gradation
88
The right type and quality of aggregates are crucial for concrete as they significantly influence its properties, mix proportions, and cost-effectiveness. If different sources are available for sand, the commonly used fine aggregate in concrete, the selection of sand is primarily based on its gradation.
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
88
Routh-Hurwitz Criterion II
179
In the application of the Routh-Hurwitz criterion, two specific scenarios can arise that complicate stability analysis.
The first scenario occurs when a singular zero appears in the first column of the Routh table. This situation creates a division by zero issues. To resolve this, a small positive or negative number, denoted as epsilon (∈), is substituted for the zero. The stability analysis proceeds by assuming a sign for ∈. If ∈ is positive, any sign change in the first...
The first scenario occurs when a singular zero appears in the first column of the Routh table. This situation creates a division by zero issues. To resolve this, a small positive or negative number, denoted as epsilon (∈), is substituted for the zero. The stability analysis proceeds by assuming a sign for ∈. If ∈ is positive, any sign change in the first...
179
Sight Distance in a Vertical Curve
33
Sight distance on vertical curves is critical in roadway design. It ensures drivers can see far enough ahead to identify and respond to hazards effectively. This directly impacts safety, driver comfort, and the overall efficiency of the transportation network.Vertical curves are classified into crest and sag curves based on their geometry. For crest curves, sight distance is determined by the line of sight between a driver's eye and a small object on the road's surface. Design parameters for...
33
Differential Leveling
132
Differential leveling is a precise method in surveying used to determine the elevation difference between two points. Its primary goal is to establish accurate vertical measurements to create level surfaces or grade lines critical for designing and constructing infrastructures such as roads, bridges, and buildings.The procedure for differential leveling begins with setting up and leveling the instrument at a point where the benchmark can be seen. The level rod is held on the benchmark (BM), and...
132


