为实现区域水资源的动态调控,立足河北邯郸市水资源本底条件差且管理需求高的现状,利用水资源通用配置与模拟(general water allocation and simulation,GWAS)模型构建了基于自然-社会二元水循环的动态邯郸市水资源配置模型,在选用1980...为实现区域水资源的动态调控,立足河北邯郸市水资源本底条件差且管理需求高的现状,利用水资源通用配置与模拟(general water allocation and simulation,GWAS)模型构建了基于自然-社会二元水循环的动态邯郸市水资源配置模型,在选用1980—2016年和2020年相关数据分别对模型水循环模块和配置模块开展参数率定和验证的基础上,对区域2025年和2035年平水年(保证率P=50%)、枯水年(P=75%)的水资源分别进行配置。结果表明:邯郸市2025年平水年和枯水年的配置水量分别为22.43×10^(8)m^(3)和21.53×10^(8)m^(3),缺水率分别为11.70%和22.13%,缺水口主要在农业;2035年平水年和枯水年的配置水量分别为25.02×10^(8)m^(3)和23.31×10^(8)m^(3),缺水率分别为4.53%和21.81%,其缺水情况较2025年明显改善;受邯郸市天然水资源匮乏和西高东低的地势影响,全市水资源缺口主要在西部武安市和东部邱县;未来邯郸市地下水仍是主要供水水源,但随着生态文明建设和地下水综合治理的纵深推进,其占比将逐渐下降,而外调水和非常规水的供水量将有所增加。可见,研究成果可为邯郸市实施水资源动态配置提供技术支撑,对实现区域水资源动态管理具有重要的现实意义。展开更多
A three-dimensional mathematical model was developed to simulate the pollutant removal efficiency of the soil and plants in the pot test. The advection, dispersion, diffusion, adsorption, biochemical reaction and plan...A three-dimensional mathematical model was developed to simulate the pollutant removal efficiency of the soil and plants in the pot test. The advection, dispersion, diffusion, adsorption, biochemical reaction and plant uptake processes were taken into account in the model. The three-dimensional modified Richards equation was used in simulating flow field. The mass balance law was employed in deriving the equation for pollutant transport, where the diffusion and dispersion were described with the Fick-type law, the adsorption was macroscopically expressed as form isotherm, and the bio-chemical degradation process was assumed to follow the Monod kinetics. The mathematical model was descretized by the finite element numerical method. In the pot test, the hydraulic loading was assumed to have the intermittent pattern simulating the rainfall duration and the occurrence of frequency, and the concentrations of pollutants in the influent and effluent were measured. The computed overall removal rates for the CODCr and TN in four cases are in the range of 90.62% - 95.43% and 85.01% - 96.46%, respectively. The differences between the computed and tested overall removal rates for the CODCr and TN are smaller than 5%. The time-varying oscillation pattern of the concentrations of the CODCr and TN were rationally simulated, which showed that the model presented in this article could be used to assess the pollutant removal efficiency of the soil and plants in related cases.展开更多
文摘为实现区域水资源的动态调控,立足河北邯郸市水资源本底条件差且管理需求高的现状,利用水资源通用配置与模拟(general water allocation and simulation,GWAS)模型构建了基于自然-社会二元水循环的动态邯郸市水资源配置模型,在选用1980—2016年和2020年相关数据分别对模型水循环模块和配置模块开展参数率定和验证的基础上,对区域2025年和2035年平水年(保证率P=50%)、枯水年(P=75%)的水资源分别进行配置。结果表明:邯郸市2025年平水年和枯水年的配置水量分别为22.43×10^(8)m^(3)和21.53×10^(8)m^(3),缺水率分别为11.70%和22.13%,缺水口主要在农业;2035年平水年和枯水年的配置水量分别为25.02×10^(8)m^(3)和23.31×10^(8)m^(3),缺水率分别为4.53%和21.81%,其缺水情况较2025年明显改善;受邯郸市天然水资源匮乏和西高东低的地势影响,全市水资源缺口主要在西部武安市和东部邱县;未来邯郸市地下水仍是主要供水水源,但随着生态文明建设和地下水综合治理的纵深推进,其占比将逐渐下降,而外调水和非常规水的供水量将有所增加。可见,研究成果可为邯郸市实施水资源动态配置提供技术支撑,对实现区域水资源动态管理具有重要的现实意义。
基金supported by the Natural Science Foundation of Hohai University (Grant No. 2008427511)
文摘A three-dimensional mathematical model was developed to simulate the pollutant removal efficiency of the soil and plants in the pot test. The advection, dispersion, diffusion, adsorption, biochemical reaction and plant uptake processes were taken into account in the model. The three-dimensional modified Richards equation was used in simulating flow field. The mass balance law was employed in deriving the equation for pollutant transport, where the diffusion and dispersion were described with the Fick-type law, the adsorption was macroscopically expressed as form isotherm, and the bio-chemical degradation process was assumed to follow the Monod kinetics. The mathematical model was descretized by the finite element numerical method. In the pot test, the hydraulic loading was assumed to have the intermittent pattern simulating the rainfall duration and the occurrence of frequency, and the concentrations of pollutants in the influent and effluent were measured. The computed overall removal rates for the CODCr and TN in four cases are in the range of 90.62% - 95.43% and 85.01% - 96.46%, respectively. The differences between the computed and tested overall removal rates for the CODCr and TN are smaller than 5%. The time-varying oscillation pattern of the concentrations of the CODCr and TN were rationally simulated, which showed that the model presented in this article could be used to assess the pollutant removal efficiency of the soil and plants in related cases.
