Determination of the cost-benefit efficient interval for sponge city construction by a multi-objective optimization model

Abstract

The cost-benefit is a key factor when selecting an appropriate sponge city construction scheme. The research of applying intelligent technology to find cost-benefit efficient planning and construction of sponge city is urgently required. This paper established a multi-objective simulation optimization framework of sponge city construction which considered minimization of runoff control rate, pollutant control rate and life-cycle cost Non-dominated sorting genetic algorithm (NSGA-II) was successfully coupled to Storm water management model to complete the simulation-optimization process. A case study in Xining, China, was conducted to demonstrate the proposed framework. The results of this research suggested that 1) different sponge city construction schemes lead to different runoff control rates and pollutant control rates although under the same investment; 2) the runoff control rate and pollutant control rate total suspended solids decreased with the increase of the rainfall return period, while the cost of sponge city construction increased with the increase of rainfall return period. Furthermore, for T = 2-year, the sponge facility exhibited the most stable control effect on runoff and pollutants among the three different return periods (T = 2-year, 5-year, 10-year); 3) sponge city construction exhibited a “cost-benefit” efficient interval. For T = 2-year, the cost-benefit high efficiency interval of sponge city construction is calculated between 1.2 billion and 1.8 billion; for T = 5-year, the interval is between 1.2 billion and 1.8 billion, while for T = 10-year, the interval is between 1.3 billion and 2.1 billion. The above observations provide reference for reasonable and effective sponge city construction in Xining, China.

Hydrologic Effectiveness and Economic Efficiency of Green Architecture in Selected Urbanized Catchment

“…Numerical calculations were performed for 2 monitored rainfall events from 2021 and 2023, measured by the local weather station. The third rainfall event assumed to numerical calculations reflected rain commonly accepted to stormwater system design in Poland, with unit outflow 177 dm 3 /(s•hectare), with duration t = 15 min, probability p = 20%, and appearance once per 5 years [62], which was fitted to Chicago model rain distribution [63,64]. The assumption of these three rainfall events of different intensities and unit runoff was aimed to test the proposed green roof designs under variable climatic conditions.…”