scholarly journals Emission Characteristic Analysis on Highway Rainwater Runoff Pollution of Asphalt Pavement

Author(s):  
Tao Shuangcheng ◽  
Xiong Xinzhu ◽  
Li Lingyun ◽  
Chen Chengyong ◽  
Li Hua ◽  
...  
2010 ◽  
Vol 2 ◽  
pp. 761-767 ◽  
Author(s):  
K.R. Zhao ◽  
J.Y. Chen ◽  
Z.C. Xu ◽  
D.Y. Yang ◽  
J. Yang ◽  
...  

Author(s):  
Dong Zheng ◽  
Zhen-dong Qian ◽  
De-xuan Liu ◽  
Xiang-fei Zhang ◽  
Yang Liu

During high-temperature asphalt pavement paving, the bridge is subjected to significant temperature variations, and thereby the nonlinear thermal field distribution that occurs in the box girder might threaten the safety and serviceability of the bridge structures. Therefore, this study aims to investigate the thermal field characteristics of reinforced concrete box girder with steel fiber-reinforced concrete leveling layer during asphalt pavement paving. Firstly, a three-dimensional thermal field model of a reinforced concrete segmental box girder was developed and validated using the transient thermal field theory, and the dynamic paving process was simulated by the element deletion method. Secondly, the thermal field model was applied to analyze the vertical, transversal, and longitudinal temperature distribution during asphalt pavement paving. Thirdly, the effects of various sensitive factors on the thermal field of bridge components during asphalt pavement paving were evaluated. Finally, the extreme temperature load model was established through the statistical analysis method, in which the sensitive factors were introduced. Results demonstrate that the proposed numerical simulation method is feasible for thermal field characteristic analysis of reinforced concrete box girder during asphalt pavement paving. In addition, the research results can provide the theoretical foundation for temperature load selection and structural safety design of the concrete box girder during asphalt pavement paving.


2021 ◽  
Vol 826 (1) ◽  
pp. 012009
Author(s):  
Rubin Jia ◽  
Jian Li ◽  
Yong Wang ◽  
Di Tang ◽  
Lei Tian ◽  
...  

2021 ◽  
Vol 2066 (1) ◽  
pp. 012076
Author(s):  
Yunzhu Liu ◽  
Jinbao Cao

Abstract The acceleration of urbanization has brought about rapid economic development, but at the same time, it has also brought some damage to the ecological environment. The proportion of hardened area of the ground is higher and higher, and the rainwater runoff pollution caused by rainfall is more and more serious. In order to follow the sustainable development strategy, and for the more stable and high-speed economic development, the control of rainwater runoff pollution is urgent. The purpose of this paper is to simulate the urban storm water runoff control and find the most suitable scheme for storm water runoff pollution control. Because the simulation of SWMM is more accurate than other models, it can directly reflect the situation of rainwater runoff pollution, so the model selected for rainwater runoff in this paper is SWMM, and then build the model, through the collection and collation of the basic data of the study area, the generalization of the sub catchment area and drainage network is completed. Through the analysis of the characteristics of the study area, the rainwater garden and permeable pavement are determined as the scheme to control the rainwater runoff in the study area. Finally, the SWMM model is used to simulate the control effect of rainwater garden and pervious pavement on rainwater runoff pollution control. The experimental results show that the storm water garden can effectively control the impact of SS scouring effect on the environment, significantly reduce the discharge of SS, and significantly reduce the peak concentration of SS, and its ability to control SS increases with the thickness of the surface plant layer. The control ability of rain permeable brick pavement to SS increases with the increase of surface porosity, that is, the control effect of SS is the best when the porosity is 20%.


2012 ◽  
Vol 594-597 ◽  
pp. 1377-1381 ◽  
Author(s):  
Hong Lu Mao ◽  
Pei Zhi Zhuang ◽  
Ya Nan Zang ◽  
Xiao Ming Yi

To solve the early destruction problems occurred when overlaying asphalt pavement structure containing semi-rigid base on broken cement concrete pavement, finite element software is used to compare the stress characters between the repaving pavement and ordinary pavement, and analyze the repaving structures under different loads and different road transverse grade. It shows that the value of compressive stress at the top of base of repaving pavement is significantly higher than that of ordinary pavement, meanwhile, its value of tensile stress of base bottom is lower; the asphalt surface and new base top of repaving pavement need to bare a high value of shear stress and compressive stress under overload, so it’s prone to splitting failure in the base. With the increase of transverse grade, both the shear stress difference of road surface and maximum vertical compressive at top of the base increase in a lower position, but the situation is opposite in the higher position.


2017 ◽  
Vol 1 (2) ◽  
Author(s):  
Xiong Di

Abstract: At this present stage, the national economy is developing rapidly, the level of productivity is constantly upgrading, and the pace of urbanization is accelerating, but inevitably, there are many problems in the process of urban construction, such as serious shortage of water resources,rainwater runoff pollution,underground drainage system and unreasonable urban construction planning, so the proposal of sponge city has solved these problems effectively. The core of the sponge city is to save water resources by reducing the demand of water resources in the traditional urbanization process, and improve the whole quality of the existing water resources, balancing the whole city ecological system. Based on this, this paper analyzes and explores the use of sponge city in architectural planning and design in detail.


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