联合视频专家组针对多视点视频编码提出了JMVM参考模型,但该模型没有给出有效的码率控制方案.该文提出一种多视点视频编码码率控制算法,分4层进行比特分配和码率控制.先根据相关性函数在视点间合理分配码率实现GOP(group of pictures)...联合视频专家组针对多视点视频编码提出了JMVM参考模型,但该模型没有给出有效的码率控制方案.该文提出一种多视点视频编码码率控制算法,分4层进行比特分配和码率控制.先根据相关性函数在视点间合理分配码率实现GOP(group of pictures)层的比特分配,然后根据分层B图像比特分配策略实现帧层的比特分配,最后根据拉普拉斯率失真模型实现宏块层的码率控制.与JMVC 1.0相比,该算法能在保持图像质量的前提下进行精确的比特分配和码率控制.展开更多
In order to study the water flow in the drainage layer of highway under steady-state condition, one-dimensional （1D） Boussinesq equation-based model with Dupuit-Forchheimer assumption was established and the semi-an...In order to study the water flow in the drainage layer of highway under steady-state condition, one-dimensional （1D） Boussinesq equation-based model with Dupuit-Forchheimer assumption was established and the semi-analytical solutions to predict the water-table height were presented. In order to validate the model, a two-dimensional （2D） saturated flow model based on the Laplace equation was applied for the purpose of the model comparison. The water-table elevations predicted by ID Boussinesq equation-based model and 2D Laplace equation-based model match each other well, which indicates that the horizontal flow in drainage layer is dominated. Also, it validates the 1D Boussinesq equation-based model which can be applied to predict the water-table elevation in drainage layer. Further, the analysis was conducted to examine the effect of infiltration rate, hydraulic conductivity and slope of drainage layer on the water-table elevation. The results show that water-table falls down as the ratio of Is to K decreases and the slope increases. If the aquifer becomes confined by the top of drainage layer due to the larger ratio of Is to K or smaller slope, the solution presented in this work can also be applied to approximate the water-table elevation in unconfined sub-section as well as hydraulic head in the confined sub-section.展开更多
文摘联合视频专家组针对多视点视频编码提出了JMVM参考模型,但该模型没有给出有效的码率控制方案.该文提出一种多视点视频编码码率控制算法,分4层进行比特分配和码率控制.先根据相关性函数在视点间合理分配码率实现GOP(group of pictures)层的比特分配,然后根据分层B图像比特分配策略实现帧层的比特分配,最后根据拉普拉斯率失真模型实现宏块层的码率控制.与JMVC 1.0相比,该算法能在保持图像质量的前提下进行精确的比特分配和码率控制.
基金Project(511114) supported by the Natural Science Foundation of Hainan Province, ChinaProject(2009YBFZ05) supported by Postgraduate Award of Central South University, China+1 种基金Project(200731) supported by Traffic Technology Fund of Hunan Province, ChinaProject(2008BAG10B01) supported by the National Key Technology R&D Program, China
文摘In order to study the water flow in the drainage layer of highway under steady-state condition, one-dimensional （1D） Boussinesq equation-based model with Dupuit-Forchheimer assumption was established and the semi-analytical solutions to predict the water-table height were presented. In order to validate the model, a two-dimensional （2D） saturated flow model based on the Laplace equation was applied for the purpose of the model comparison. The water-table elevations predicted by ID Boussinesq equation-based model and 2D Laplace equation-based model match each other well, which indicates that the horizontal flow in drainage layer is dominated. Also, it validates the 1D Boussinesq equation-based model which can be applied to predict the water-table elevation in drainage layer. Further, the analysis was conducted to examine the effect of infiltration rate, hydraulic conductivity and slope of drainage layer on the water-table elevation. The results show that water-table falls down as the ratio of Is to K decreases and the slope increases. If the aquifer becomes confined by the top of drainage layer due to the larger ratio of Is to K or smaller slope, the solution presented in this work can also be applied to approximate the water-table elevation in unconfined sub-section as well as hydraulic head in the confined sub-section.
