Chu Ya Qi, Zeng Jian, Shi Yu, Xiu Dai Xi
Tianjing University School of Architecture, Tianjin 300072, China.
Shenyang Jianzhu University, Shenyang 110168, China.
Ying Yong Sheng Tai Xue Bao. 2018 Dec;29(12):4089-4096. doi: 10.13287/j.1001-9332.201812.020.
With the rapid urbanization and increasing urban impervious areas in China, urban water-logging has become increasingly serious. The concept of sponge city was proposed based on the low impact development (LID) idea. We analyzed the impacts of landscape pattern optimization scenario on urban surface runoff and rainwater control ability in central urban area of Shen-Fu New Town in Liaoning Province. The storm intensity formula was used to construct rainfall process in different return periods. The landscape patterns of the study area were optimized based on sponge city concept. The storm water management model (SWMM) was used to simulate the differences of surface runoff and rainwater regulation ability under the pre-planning scenario and the landscape pattern optimization scenario. The results showed that total runoff and runoff coefficient of the study area were increased with increasing rainfall return period. In the same rainfall return period, the runoff coefficient was significantly reduced. The reduction of total runoff gradually increased, being 2.94, 3.58, 3.72, and 4.19 mm during the 1-year, 3-year, 5-year and 50-year return period under landscape pattern optimization scenario. The corresponding reduction rate was gradually reduced, being 23.9%, 16.4%, 14.3%, and 9.3%, respectively. Landscape pattern optimization scenario could meet the requirements that the rainfall was controlled at 20.8 mm when the rainfall return period p=1 year, the rainwater pipe network would not overload when p=3 years, and the river channel would not overflow when p=50 years.
随着中国快速城市化以及城市不透水面积的增加,城市内涝问题日益严重。海绵城市理念基于低影响开发(LID)思想而提出。我们分析了景观格局优化方案对辽宁省沈抚新城中心城区城市地表径流及雨水控制能力的影响。利用暴雨强度公式构建不同重现期的降雨过程。基于海绵城市理念对研究区域的景观格局进行优化。运用暴雨管理模型(SWMM)模拟规划前方案和景观格局优化方案下地表径流及雨水调节能力的差异。结果表明,研究区域的总径流量和径流系数随降雨重现期的增加而增大。在相同降雨重现期下,径流系数显著降低。总径流量的减少量逐渐增加,在景观格局优化方案下,1年、3年、5年和50年重现期的减少量分别为2.94、3.58、3.72和4.19毫米。相应的减少率逐渐降低,分别为23.9%、16.4%、14.3%和9.3%。景观格局优化方案能够满足降雨重现期p = 1年时降雨量控制在20.8毫米、p = 3年时雨水管网不超载、p = 50年时河道不溢流的要求。