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城市耗水计算模型
引用本文:周晋军,刘家宏,董庆珊,王忠静,王浩,向晨瑶,栾勇.城市耗水计算模型[J].水科学进展,2017,28(2):276-284.
作者姓名:周晋军  刘家宏  董庆珊  王忠静  王浩  向晨瑶  栾勇
作者单位:1.清华大学水利水电工程系, 北京 100084;
基金项目:国家自然科学基金资助项目(51522907;51279208)
摘    要:快速城市化背景下,城市人工供水的比例迅速增加,由此产生的耗水不可忽视。传统水文模型在计算耗水时一般只考虑降水产生的蒸发,忽略人工耗用蒸发。为解析城市耗水过程,探究城市耗水机理,在观测城市耗水过程的基础上,划分城市耗水类型,建立城市耗水量计算模型。以北京市某区域为例,采用调查统计、实验监测和模型计算结合的方法,计算该区域2014年的耗水量为820.0 mm,明显高于传统水文模型的计算结果(多年平均值为494.0 mm)。分项结果显示:研究区绿地耗水贡献率为40.58%,建筑体耗水贡献率为38.70%(其中内部人工耗水为31.22%,屋顶截留雨水蒸发为7.48%),硬化地面贡献率为18.32%,水面贡献率为2.40%。结果表明:建筑体内部耗水量不可忽视,是人工用水消耗的主要组成部分,其耗水量与建筑体层数和居民数量成正比例关系。

关 键 词:城市水文    二元水循环    耗水    蒸发    机理
收稿时间:2016-06-08

Simulation model for urban water dissipation
ZHOU Jinjun,LIU Jiahong,DONG Qingshan,WANG Zhongjing,WANG Hao,XIANG Chenyao,LUAN Yong.Simulation model for urban water dissipation[J].Advances in Water Science,2017,28(2):276-284.
Authors:ZHOU Jinjun  LIU Jiahong  DONG Qingshan  WANG Zhongjing  WANG Hao  XIANG Chenyao  LUAN Yong
Institution:1.Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;2.State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China;3.Engineering and Technology Research Center for Water Resources and Hydroecology of the Ministry of Water Resources, Beijing 100038, China;4.State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
Abstract:Rapid urbanization have resulted in increasing water supply in urban areas and further led to more water dissipation from urban water uses. When calculating water dissipation, traditional hydrological models only considered evaporation from precipitation, usually ignoring the dissipation due to human water consumption. In order to analyze the urban water consumption process and better understand the urban water dissipation (UWD) mechanism, the UWD calculation model was developed based on the observation of the urban water consumption process and the categorization of UWD units. According to the results from statistical analysis, experiments and the mathematical model, the UWD of one region in Beijing in 2014 was estimated as 820.0 mm, which was significantly higher than that from the traditional hydrological model (494.0 mm averaged over many years). The results showed that the contributions of water dissipation from the green land, building, hardened ground and water surface were respectively 40.58%, 38.70% (including 31.22% from human activities and 7.48% from building roofs), 18.32% and 2.40%. It was concluded that water dissipation inside buildings was one main component of artificial water consumption and was non-negligible for the computation of the total UWD. The quantity of water dissipation of a building was proportional to the number of floors and residents in the building.
Keywords:urban hydrology  dualistic water cycle  water dissipation  evaporation  mechanism  
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