| 城市道路雨水口间距设计探讨 |
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| 引用本文： | 曾新民,曾峥. 城市道路雨水口间距设计探讨[J]. 城市道桥与防洪, 2013, 0(4): 116-117,13 |
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| 作者姓名： | 曾新民 曾峥 |
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| 作者单位： | 中山市规划设计院,广东中山,528403 |
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| 摘 要： | 近年来,城市内涝日趋严重。造成内涝的原因虽然有多种,但与有些排水设施设计不当有关,如雨水口的间距布置不合理,不能及时收集路面雨水而造成水浸。该文以中山市为例,说明了雨水口布置间距的计算方法和合理的布置间距。
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| 关 键 词： | 雨水口 雨水口间距 暴雨强度 城市道路 |
Discussion on Design of Rainwater Inlet Spacing of Urban Road |
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| Zeng Xinmin,Zeng Zheng. Discussion on Design of Rainwater Inlet Spacing of Urban Road[J]. Urban Roads Bridges & Flood Control, 2013, 0(4): 116-117,13 |
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| Authors: | Zeng Xinmin Zeng Zheng |
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| Affiliation: | Zeng Xinmin,Zeng Zheng |
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| Abstract: | In recent years,the waterlogging is becoming more and more serious in city.There are many reasons to cause the waterlogging,but it is related with some improper design of drainage facilities,i.e.the spacing of rainwater inlets is not reasonably arranged,and can not collect the pavement rainwater in time so as to cause the waterlogging.Taking Zhongshan City as an example,the article illustrates the calculation method of rainwater inlet spacing and its reasonably arranged spacing. |
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| Keywords: | rainwater inlet rainwater inlet spacing rainstorm intensity urban road |
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