Wan Yonghao, Liu Ning, Wang Jun, Pei Junhao, Mei Guoxiong
College of Civil Engineering, Guizhou University, Guiyang, 550025, China.
Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Guiyang, 550025, China.
Environ Sci Pollut Res Int. 2023 Apr;30(16):47892-47912. doi: 10.1007/s11356-023-25621-5. Epub 2023 Feb 7.
Based on the characteristics of concentrated rainwater runoff in the mountainous areas of southwestern China and the low rates of rainwater infiltration into low-permeability soils. We have built a new type of sunken green space structure with a combination of a "overflow port and rainwater storage layer" and carried out model tests of storage and drainage performance under heavy rain conditions. The hydrological response of the new composite structure parameters to the sunken green space was analyzed using the HYDRUS-2D program. The results show that the new composite structure has a significant impact on runoff reduction, drainage, and rainwater storage. For the 100a return period, compared with RSL-0 (0 cm rainwater storage layer), the initial and peak drainage times of RSL-25 were delayed by 30 min and 38 min, respectively, and the rainwater storage rate increased by 13.5%. Compared with no overflow port, the peak drainage increased by 78%, the initial drainage time advanced by 73 min, and the cumulative drainage volume increased by 186%. In addition, as the height of the overflow increased, the surface rainwater absorbed by the sunken green space gradually decreased. The sunken green space with OPH-5 (overflow port height of 5 cm) could absorb more than 75% of the rainwater in the rainwater overflow layer, while the absorption capacities of OPH-7.5 and OPH-10 (overflow port height of 7.5 cm and 10 cm) were basically below 75%. In this case, the OPH-5 and the depth of the storage layer not being less than 250 cm provide the best setting for the new combined structure of the sunken green space. In conclusion, the new composite structure designed in this experiment effectively increased the hydrological performance of the layered sunken green space.
基于中国西南山区雨水径流集中以及雨水向低渗透性土壤入渗率低的特点,我们构建了一种新型的下沉式绿地结构,其结合了“溢流口和雨水储存层”,并在暴雨条件下进行了储存和排水性能的模型试验。利用HYDRUS - 2D程序分析了新型复合结构参数对下沉式绿地的水文响应。结果表明,新型复合结构对径流削减、排水和雨水储存有显著影响。对于重现期为100年的情况,与RSL - 0(0厘米雨水储存层)相比,RSL - 25的初始排水时间和峰值排水时间分别延迟了30分钟和38分钟,雨水储存率提高了13.5%。与无溢流口相比,峰值排水量增加了78%,初始排水时间提前了73分钟,累计排水量增加了186%。此外,随着溢流高度的增加,下沉式绿地吸收的地表雨水逐渐减少。溢流口高度为5厘米(OPH - 5)的下沉式绿地能够吸收雨水溢流层中75%以上的雨水,而溢流口高度为7.5厘米(OPH - 7.5)和10厘米(OPH - 10)的吸收能力基本低于75%。在这种情况下,OPH - 5和不小于250厘米的储存层深度为下沉式绿地的新型组合结构提供了最佳设置。总之,本实验设计的新型复合结构有效提高了分层下沉式绿地的水文性能。