结合柳州市平均最大降雨量初步设计，本设计采用平篦式雨水口，间距40m，

结合柳州市平均最大降雨量初步设计，本设计采用平篦式雨水口，间距40m，两侧非机动车道与侧绿化带边缘下各埋设一根直径80cm的雨水管道，管道坡度与道路纵坡相同，每隔40m设置检查井。具体位置详见道路标准横断面图里的管道综合规划。

結果 (英文) 1:

Preliminary design of combined average maximum rainfall in liuzhou city, this design with flat grate gullies, 40m, on both sides of non-motorway side under the edge of the green belt and the laying of a 80cm diameter storm sewer, pipeline road longitudinal slope and slope, every 40m checks. Location as described in the road standard cross section of integrated planning.

結果 (英文) 2:

Liuzhou average maximum rainfall combined with the preliminary design, the design uses a flat grate gullies, spacing 40m, non-motor vehicle lanes on both sides and at each side edge of the green belt laying water pipes with a diameter of 80cm, the same pipe slope and road longitudinal slope every 40m set manholes. See the specific location of the standard cross-sectional view of road in the integrated planning pipeline.

結果 (英文) 3:

Liuzhou city with average maximum rainfall in the preliminary design, this design adopts flat grate gully, spacing 40m, on both sides of each non rainwater pipe buried with a diameter of 80cm lane and side edge of the green belt, the pipeline slope and road longitudinal slope of the same, every set of inspection wells 40m. See the specific location of Pipeline Comprehensive Planning of road cross section diagram.